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HomeMy WebLinkAbout041-330-05909/17/2004 08:47 530B770598 AND WHEN RECORDED MAIL TO: BUT rt COUNTY BUILDING DIVISIO 7 COUNTY CWnR DRIVE OROVILLE. CA %"S 'III'IIIIv'III'IIIIIIIII��IIII�III 2004—Q10610988 "Re orded I REC FEE 7.00 Official Records I CONFORM 1.00 County Of I I BUT - �I CANDACE J. GRUBBS I Recorder 1 ROSEMARY DICKSON I Assistant.I Myles N 01:51PM 04 -Oct -004 I Page 1 of 1 AGRICULTURAL STATEMENT OF ACKNOW LEDGKENT FOR RESIDENTIAL DEVELOPAUNT Section 26-5 of the Butte County Coda required this acknowledgment to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property may be subject to inconveniences or discomfort from the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cultivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: 61V OW A% OK!r,411Y e -6t P !Coo TP -e 01 ,--,r 6 elf– TN6 ,��o2D�/L, e9� 7*—Er' CAses1 rVoF /3K rYE Sr&N-c of On-) r-15-i5r"Zh4A11 25, /¢SD, div tool' 7-/o OF /0.4Ps PAW 2 DateF�/� A- P O ER'T'YOWNERS: r State of California ) County of jpkwm , m ) On � GG,bLe1before me, AA.n.nol f 'ate rim....e_I �t �^njvnY.e rrr,�. ,. rx�rw�e� .ter oergaIItuy known to me (or proved to me on the basis of satisfectory evidence) t the person(s) whose trarnc(s) W e ubscribed to Me within Instrument and ac0.0.1rumcnt. tedted to me that hels�xecuted the same In bWber authorized capacity(ie,+), and that by bh&c 1pature(s) an the Instr amen the person(s) or the entity upon olf of which the person(s) acted, execot the WITNESS my bond andpfilebysel0^ Signature cid-(/N/W`AIV \.=%% Seat: MICHAEL COSTA MWE=7_160 � Commission 01344109 r Notary Public - California Sacramento County OMyCiomm. Expires Mar 20, 2006 IW BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIL'LE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netWds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of pedury that I am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license Is In full force and effect. -740P q7 License Class: 13 License Number: 0 Date:- Contractor.�� JC_ / aAeA l✓lI OWNER -BUILDER DECLARATION I hereby affirm under penalty of perjury that I am exempt from the Contractors' State License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any city.or county which requires a permit to construct, alter, Improve, demolish; or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9. commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she Is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): O I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner-bullder will have the burden of proving that he or she did not build or improve for the purpose of ❑ I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractor(s) licensed pursuant to the Contractors' State License Lew.). ❑ 'I am Exempt under Article 3 of the Business and Professions Code Date: Owner: WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. ❑ I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the worts for which this permit Is Issued. My workers' compensation Insurance carrier and policy number are: Carrier. Policy #: I certify that in the performance of the work for which this permit Is issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of•the Labor Code, I shall forthwith comply with those provisions. Date: Applicant: WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. PERMIT NO. BP042732 1. Issued Date: 01/19/2005 APN: 041-330-059-000 Site Address: 302 VINTON GULCH RD ORO Map Index: Description: NSF(2531)COV(1830) Owner: CARRUTHERS, JIM 1891 PEBBLEWOOD SACRAMENTO,CA 95833 916-214-3551 Applicant: CARRUTHERS, JIM Contractor: TURNER, ERIC 1001 THOMMASSON LN 95969 530-872-9055 License #: 692947 Architect: Engineer: WARNER, LARRY Total Square Ft: 4361 S.F. Valuation: $193,795.00 Census Code: CONSTRUCTION LENDING AGENCY This permit Is hereby issued u the applicable provisions of the Butte County CodR enrVor u I hereby affirm that there Is a construction lending agency for the Re ludo to do work,lndicated bove for which fees have been paid. performance of the work for which this permit Is Issu�Sec 3097 Civ.) Name: i�•1i--s/��-��/�7'�r► /Y1 _ /C 1rA. /t% B / Dater Address: T/'@�/ 14D (_� or— C3 PERMIT EXPIRES ON:��7��1/J -, ❑ I hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safety Code, which regulate the storage, handling and use of hazardous materials. ' , ❑ Notification In accordance with Section 19827.5 of California Health & Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information Is correct, and thal'I em the owner or the duly authorized agent of the owner. I agree to comply with all county and stale laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to /enter upon the above mentioned property for Inspection purposes. Print Name:� ` n Signature:�,� Date: ' `7 40 J ❑ Owner Contractor ❑ Agent for Owner ❑ Agent for Contractor 614 P9- $ 3a4S_- ?/�—/n_ BUTTE COUNTY Li I l l C� PERMIT o�vT�F0 DEPARTMENT OF DEVELOPMENT SERVICES NO. 0 0 BUILDING PERMIT APPLICATION 0 0 AND SUBMITTAL REQUIREMENTS 0- _'• = 0 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 • CHICO: (530) 891-2834 BP d ?� 0= -=� o OFFICE #: (530) 538-7541 c OUNA FEE WILL BE REOUIRED AT TIME OF APPLICATION I0 98' 3o BIN'�y � "�:�; C/109-5?/PLEASE PRINT CLEARLY CONTRACTOR OWNER Last Namt �t n r C irs a Address ' 1 Zi G City. Mr Fax StateGA Z Phone / 211_ (( ��r Fax E-mail CONTRACTOR Name 4' 0e I U 6-�e Address oOl om M ol'i LAIV E �— City p(3 StateG f-► �I 1 Zi G Pho f90 �2 _ ��� Fax E -ma Lic. Z� 7 Class I ARCHITECT/ENGINEER I MA APPLICANT NAME Name D G U D. Address D OSS OA/ V /v E- City dQ n State! I ZiA? Phon X30 dJ T Fax I E -mai APPLIC T SIGNATURE For office use only: Zoning I U, I Flood Zone Cross Street SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: OVER FOR SUBMITTAL REQUIREMENTS K:\FORMSWILDING FORMS\BldgApplSubRgmts.doc Page 1 of 2 LOCATION AP# 1 -S30 - Property Addre s -' Ci Cross Street WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name Address Description or Scope of Work: a6 3 .0 Sq. Footage ❑ Structure Built without Permits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the pemvt and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. IReceived b* Amount: v ;? `' / Bldg I I ao '76 SRA Receipt #: �� d� �`�� ' "v Sheriff SMIP Date: q it ip (/ ^ Other . o4J Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK ❑ 1: Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxesl ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bidgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. - ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. Y' \ ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. EXPIRATION OF APPLICATION Applications for which a pen -nit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS Kerunds can oniy be made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSMILDING FORMS\BldgApplSubRgmts.doc Page 2 of 2 REV 7-27-04 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR N 7 County Center Drive Croville, CA 95965 M (530) 538-7601 Telephone (530) 538.7785 Facsimile N TO: ' FROM: 1 SUBJECT: O � DATE: Scott Rutherford (530) 538-7160 srutherford()buttecounty.net Plans Transmittal For Review Per Contract 9/17/2004 Applicant: Icarruthers, Jim Permit 04-2732 Project Type: I NSF/Cov. Patio APN: 041-330-059 100% 70% Plan Check Fees $ 1,298.30 $ 908.81 $ 1,298.30 $ 908.81 WILLDAN Fee $ 908.81 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide _ Residential Construction Requirements Other`= Other ` i V yt 0 4 c)'? 3 �), COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 P RMIT APPLICATION DATA SHEET/� OWNER: ASSESSOR PARCEL NUMBER, Q4/~ 3 3 `-'�l "-'0)—�- Proposed Building Use: /� "' �� Counter Technician: E Date: t<O Items required in order to apply for a permit. All boxes MUST be checked OR marked NA in order to apply. l 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. 1 I� 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. ❑ 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. r� 4. Engineered truss details and layouts in duplicate. No faxesl D 5. Letter/from ,Engineer or Architect for,>russ design review. ❑� A -,Energy c0"mphancedesign and supporting documentation in duplicate. ❑ L7. Statement f✓Ihtent for Ikon -heated and AIC for Non -Residential Buildings. �� j��r. fax "�L�N �l ✓� �tf 18i , anufactured homes: (A),Data sheets and installation inst, (B) Marriage "line" Info, (C) FI'oorPlaJt, D) Tie down or fnd plans, all in 1612 1 duali ate*, C �S v s5) �t �� iI ❑'C IC9? Metal.bldgs ((A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations In triplicate. (D) Floor plans in triplicate. All of these C must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs --- - ❑ 12. Letter of inten*for non-residential buildings ❑ i�:7 18. fDetachec[AceesssooryyBuigmg Form filled out by the owner ❑ L— 14. Hazardous Material Form �(15,� Sarltatio�rn�and Sife`pfalt aRprova�"fror4lie Environmental Health Department in ❑Chico ❑ Oroville, as applicable. 0 16 Other PA PA `Remaining;items neededio issue the permit. (May'sr q re ad�pla rev r wW upon7receipt,�-ooithg following"items r (❑ `� 17. dFihevSprinklers... ........................................... ❑ 18. Agricultural Buffer clr�anc �siwe PIV apr from theA Commissioner Sent by% ❑ 19. _Soils.Report and/olEngineeered Foundation required .......................... f ...............r� ❑ 20. Erosion Control PlartRequired........................................................................ ........ 1 I ees as shown on t�h attached,chedule of Fees Due Sheet .............................. ❑ 2. City of Chico Plumbing permit ................. ..............::.................................... ... 23. California Department of Forestry plan approval Epaid. Sent by: Dig -�-� 24. Planning approval A Use: (B)Parking: C Parcel Check: .161 6 5. Contact Land Development about _ Improvements, _ Drainage ......................... e2' as 0 NPDESForm.............................................................................................. ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........................... ❑ 28. Pre -Inspection for required....... ❑ 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... _ ❑ 9 Given to owner, _Mailed to owner 31. OB6ilder. erification. ..................... rK wner- ✓ (— ) ❑ 3 Letter of Signature authorization ..f.......a"'A'i"""""""""' ....................I.......... f ; 33. ecordedf`opy.of Agricuural Acknowledgment Statement ................................. fp)A .......�.,,25 �Eistiiiltid/eie���1'36� Deed Restrictio%i�....................................................................................... 0 37' O Grarit�Deed, M.H. Title/Statement of Facts, ❑Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ 38. Other: ❑ 39. Other: / When issued Telephone '7 -4 9 and hold for pickup. I h eeninfo,rme� -above=itertTsr,an�ccquirem4nts for obtaining a building permit. Applicant: Date: (� / b 0 1. Index permit applica' n for the above items numbered: Plan Check Letter 2. Additional items required �actor., designer, owner, was advised of the above data by phone, ❑ mail, ❑ counter, by Date: /� / Cj���-�p>� (J-IYIAtL rnm. Cdesigner, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date Structural reviewed y: Date: Structural approved by: Vj Date: Note transfer by: Date: i O Yellow: Building Division COUNTY OF BUTTE DEPARTMENT OF DEVELOPMENT SERVICES - BUILDING DIVISION 7 COUNTY CENTER DRIVE, OROVILLE, CA 95965 TELEPHONE (530)538-7541 SCHEDULE OF RECEIPT OF FEES OWNER ✓ PROPROSED BUILDING USE S� 1. BUILDING PERMIT FEES --- Balance Due ..................... $ --- Additional Fees Due........... $ --- Revised Plan Checking Fee.... $ Z2. SCHOOL DISTRICT FEES t�v� (paid at School District Office) (form available after Plan Check) 143. SHERIFF FEES (paid at Building Division) Residential........... X $360.00 =$ M - Units A.P. # G4(' —()T� DATE V RECEIPT # DATE REC. Commercial (sq. ftg.)..... X $0.03 = $ _ Sq.Ftg. 4. URBAN AREA FEES (paid at Building Division) Residential (per unit)..... X = $ _ # Units Amt. Commercial (Sq. Ftg.).... X = $ Sq. Fig. Amt. 5. RECREATION DISTRICT FEES (paid at Recreation District Office) (form available after Plan Check) 6. THERMALITO DRAINAGE DISTRICT FEES $ 10.00 (paid at Building Division) 7. SRA FIRE INSPECTION AND PLAN CHECK FEE $89.00 (paid at Building Division) ao4M 8. WATER TENDER FEES BATTALION # $200.00 (paid at Building Division) 9. NORTH CHICO SPECIFIC PLAN (paid at Building Division) Residential Zone X = $ Zone # Units Amt. Commercial (sq. ftg.) ......... X = $ Sq. Ftg. Amt. 10. OTHER S At time of permit application, I was advised the above fees are required to be paid prior to issuance of the permit. These fees may be changed dur g th�jplan checking process. APPLICANT DATE 9 / 6 — o t_/ Pursuant to Government Code Section 66020, you are hereby notified that items, 2, 3, 4, 5, 6, 8, 9, and 10 above may have been imposed on your project. You have 90 days from the date of approval of the project or from the imposition of the above mentioned items during which you may protest. The requirements for a protest are specified in Government Code Section 66020(a). Original -Building Division Yellow -Applicant Pink -Owner (rev. 2/2003) X M Department C o u n t, J. Michael Crump, Director Public f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 536-7266 (FAX) 536-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACREI Project Description: 0 L) S C- Project Location and/or Parcel Number: 0 I (^ -To — o By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: Less than I Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program COPY of Document Recorded 04 -Oct -2004 2004-0060988 o� E, Department of DevelopmMoSwmilew compared with o Building Dlvlaion original T Ceruer Drive BUTTE COUNTY RECORDER M AND WHEN RECORDED MAIL TO: , COIJ COUNTY II DRIVE DIYITIO� 7 COUNTY C1ytTCR DRIVE / OxOVmLL, CA !31{! I AGRICULTURAL STATEMENT OF ACKNOWLEDGMENT FOR RISLDENTIAL DEVELOPMENT Section 26-8 of the Butte County Code required This acknowlodgtrent to be recorded prior to issuance of a building permit The property described herein is adjacent to land or included within an area zoned for agricultural purposes, and residents of this property tray be subject to Inconveniences or discomfort 6rom the use of agricultural chemicals, including, but not limited to herbicides, pesticides, and fertilizers; and from the pursuit of agricultural operations including, but not limited to cuitivation, plowing, spraying, pruning, and harvesting which occasionally generate dust, smoke, noise, and odor. Butte County has established agricultural purposes and residents within said zones and on adjacent property should be prepared to accept such inconvenience or discomfort from normal, necessary farm operations. All that real property situate in the County of Butte. State of California, described as follows: PR�t✓.t, #5 6µowN ow r,4h-r e-&trnT-0 1�AQ I1'1�-oi t Oe�O Zoo af- T146 z,--Co1e-D64:, 7*C CA4'tlrV0,r 99 rr—' S-rn-,-a oto FrGi3 n�.t �,U, 2S, /f got iN &Vii 4-61 OF IMP -5 l� � CS) 2 , /� (J oy/-33o-osy- c� Date / f- P 0 ER7Y OWNERS: State of California ���"� ) County of AUAf n% ) On LG iLl beton rte, personally appeared, r u `AA I known to me (or proved to me on the baso of saUstactory t to the within Instrument and seledged to me that eapecity(W), and that by bh&o eir patur*) oa the tb parson(s) acted, aRecut the .Mum"", WITNESS my hand and Signature r CM a—. �.,,r� Dersonally lbe pasoo(s) whose ualtte(s) isl4oubscribed eeuted the some In blAcr authorized person(s) or the eatlty uponalt of wbkd Seal: 1VIICHAEL C0.T,1 .._ Commission # 1344109 M^ Notary Public - California Sacramento County 11�y CoTim. Fires Mar 20, 2006 Butte County Department of Development Services YVONNE CHRISTOPHER, DIRECTOR 7 County Center Drive Oroville, CA 95965 (530) 538-7601 Telephone (530) 538-7785 Facsimile ADMINISTRATION * BUILDING * GIS * PLANNING October 22, 2004 Jim Carruthers 1891 Pebblewood Sacramento, CA 95833 Subject: APN — 041-330-059 Dear Mr. Carruthers, The Butte County Department of Development Services, Planning Department, has reviewed the submitted Building Permit Application 04-2732 & 04-2734, and has found your application in compliance with the established planning criteria. The site plan you submitted meets the setback requirements for your zone as well as applicable map or use permit conditions. The Permit Application has now been forwarded to the Building Division for their consideration and action: Attached, please find a copy of any use permits, or map notes and conditions for your property. We are providing this to your for your information and future reference. Should you have any questions please feel free to contact me between the hours of 8:00 a.m. and 4:00 p.m. Monday through Friday at (530) 538-7601. Since ly, ana Adler Assistant Planner SITE PLAN REVIEW APPLICATION Date: 6� ?zLI AP# �` Permit Number (if applicable) APPLICANT INFORMATION Ownes Name: �k C►v�ilers Address: Telephone No.: Situs Address Proposed Use: Residential err` c_ Tu-�� U New Single Family Residential Single Family Addition ❑ Mobile Home ❑ Residential Accessory ❑ Permanent Second Dwelling ❑ Temporary Mobile Home (Aunt Minnie) ❑ Temporary Travel Trailer ❑ Multi -family Non-residential ❑ New Commercial ❑ Commercial Addition ❑ New Industrial ❑ Industrial Addition her Septic ❑ Agricultural Exempt Building ❑ Other: Parcel Size: 5 ❑ Single Family Remodel ❑ Commercial Remodel ❑ Industrial Remodel ❑ Well 9 9,51'6 F AUG 2 2004 DEWELONVUNT 9E_=NI.'CES ' DO NOT WRITE BELOW THIS LINE DEVELOPMENT SERVICES INFORMATION (For Staff Use) . Approved ❑ Conditionally Approved ❑ Resolve Problems Prior to Approval Site Plan Stamped Approved By JDate D G ALL ITEMS CHECKED APPLY TO THE PROPERTY Parcel Is In: ❑ Snow Load Area: ❑ Land Conservation Act Minimum Acreage: ❑ Verify residence can be built per contract ❑ Nitrate Action Plan (See Environmental Health for standards) ❑ Watershed Protection Overlay Zone (See attached standards and requirements) Expansive Soils (Test for expansive soils and if verified proper foundation design required)) SRA - (CDF to determine specific requirements) ❑ 100 -Year Flood Plain: (See ttached) o Flood Zone: Flood Panel No.: A&Y Z275 PW Index Date: S El Sacramento River Reclamation District (Approval must be obtained from the ali ornia Reclamation Board) ❑ Feather River Reclamation District (Approval must be obtained from the California Reclamation Board) E] North Chico Specific Plan (See Development Fees Section and attached standards and requirements) ❑ Chapman/Mulberry (See attached standards and requirements) ❑ Cohasset Area (See attached standards and requirements) ❑ Grading Zone (See attached handout) Use Requires: ❑ Use Permit ❑ Minor Use Permit F1 Minor Variance ❑Administrative Permit ❑ Variance -------------------------------------------------- ❑ Detached Building Use Form ❑ Encroachment -Permit — — — ❑ Agricultural Worker Affidavit ❑ Agricultural Acknowledgement Statement Zoning: Applicable Building Setbacks: Front Zoning Code Streets & Highways Fire Prevention Subdivision Map Side S� Side Street Rear S Height Waterway N/A N/A N/A ❑ Setbacks drawn on site Plan. ❑ CDF approval needed for encroachments into SRA setbacks. D..__ `l -r r l Applicable Development Fees: Standard Fees Amount Formula ❑ Fire ❑ School* ❑ Parks/Recreation ❑ Roads ❑ Sheriff ❑ Drainage ❑ NCSP/CSA 87 ❑ Chico Urban Area — Road ❑ Thermalito Impact ❑ Other ------------------------------------------------------------------------------------------------------------------------- Subdivision Map Special Fees ❑ Water Tender ❑ Road Improvement ❑ North Oroville Area ❑ Other (per map) Check with school district to verify actual fee if pre -application review. A final determination will be made at the time of the building permit. Parcel Created By El Deeds: Date of Creation: Legal Access Provided: ❑ No ❑ Yes Deed of Reference: Legal Access Required ❑ No ❑ Yes Parcel Frontage on Publicly Maintained Road: ❑ No ❑ Yes, Road Name: Complies with County Standards for Deed Creation: FJ No ❑ Yes Comments: - ❑ Parcel Deemed to be legal ❑ Verify Legal Parcel "❑ Verify Legal Access ❑Provide Deed of Creation ❑ Obtain a Certificate of Compliance ❑ Obtain a Merger ❑ Obtain a Lot Line Adjustment ❑ Comply with Old Subdivision Lot Ordinance (Maps recorded prior to Book 17 of Maps Page 23). ❑ Construct road to: ❑ Meet Parcel size required by zone ❑ Meet current Environmental Health Department requirements Subdivision Map/Parcel Map: W Map Date of Recording: SN -C) Lot: ❑ Use Permit/Minor Use Permit Permit Number: Book: ' 76 Page: o� Date of Approval: Parcel Map/Subdivision Map[Use Permit Conditions ❑ Comply with the following Conditions of Approval: ❑ Meet the Fire Safe Regulations of Butte County and P.R.C. 4290 ❑ Automatic fire suppression sprinkler systems shall be installed in accordance with the National Fire Protection Association Standard for installation of sprinkler systems in one and two family dwellings and mobile homes, NFPA Standard 13D, unless a pressurized community water system, with hydrants that -meet the Fire Department specifications, serves the parcel. ❑ Wood stoves and fireplace inserts shall be EPA approved and designed to meet the emission requirements of the California Clean Air Act of 1988, as amended. ❑ Provide an erosion control plan for building and land disturbance. The Erosion Control Plan must be prepared by a registered civil engineer or other qualified professional and be submitted to and approved by. the Department of Public Works. ❑ In lieu of a pressurized water, system or water storage tank, payment into the appropriate Battalion WaterTender Fund may be required. ❑ Measures shall be taken to control fugitive dust emissions from all driveway and other civil construction associated with residential development.. Approved dust control measures are found in the fugitive dust control plan for the site approved by the Butte County Air Quality Management District, a copy of which can be obtained from the Butte County Department of Development Services, Building Division." ❑ Engineered foundations are required. ❑ Class A roofs are required. ❑ Property owners responsible for roa El 7 a ■❑ x 0 Summary of Specific Requirements: This information provided in this summary is based on the application information and on the best available data at the time of review. C:U.arrys\Building Permit Site Plan Reviewl.doc BUTTE COUNTY AGRICULTURAL BUFFER NOTIFICATION AND/OR UNUSUAL CIRCUMSTANCES REQUEST Butte County requires a 300 foot buffer between neighboring agricultural operations and a residence. This dimension is based on environmental assessments and studies. The Agricultural Commissioner may identify unusual circumstances where the 300 foot buffer cannot be met on existing parcels. This exception is not available for lots being created, divided or subdivided. Owner or Authorized Agent must complete the following and return with the required site plan to: Development Services Department, 7 County Center Drive, Oroville, CA (530) 538-7601 Name: r G T (L�,/l� �O` Mailing Address: E -Mail address Assessor's Parcel Number: (�� I - 330 - 0 5_ Phone: Z2 /),b P -P, �- Environ,.-Ijental Heald Reason you believe you qualify for the unusual circumstances exception: LAND � U% S0i t Date AUG2 3 2004 1L :tee DfIRR Drc'ifile, Ca, UNUSUAL CIRCUMSTANCES DEFINITION: An exceptional or extraordinary condition where the existing lot size. or shape or an existing improvement (well, septic systems, structures etc.) does not allow for the standard condition .of a 300 -foot buffer zone. SITE PLAN REQUIREMENT: submit 4 copies with this form Refer to the Site Plan Submittal handout for specific requirements ................................................................................................................................................... Internal Dept. Contact Info: ❑ Env. Health ❑ Planning ❑ Building ❑ Other Contact Person: Phone: ......................................................................................................................................................................................... For Agricultural Commissioner office use only: (to be completed after submittal) DISCRETIONARY PERMITS (Planning) MINISTERIAL PERMITS (Building) ❑ Exception Recommended ❑ Exception Granted with the ❑ Exception NOT Recommended following conditions: Reason/Conditions/Specific setbacks from adjacent agricultural operations: Agricultural Department Signature: Date: YMC 7/1/03 t w 0 v I ,° /T•10 � h Z I w01 � ,dip/• .•yyy��__- lid./P7oJ � / �� rsee.cs ";I stsetYd�I Tcs! PA t 1 A-4 I fZT �'1 qa Ma a a;tV ------ ao��aa•se- tz M Z Ib II / ` udi•ts•/c•w SNAP. 7'D• 0 s� v I ,° /T•10 � h Z I w01 � ,dip/• .•yyy��__- lid./P7oJ � / �� rsee.cs ";I stsetYd�I Tcs! PA t 1 A-4 I fZT �'1 qa *. a it o hos Q � s a 8 lO • 31 Ir �. ski ^ yeti tsy H `o�,h^aa Ry � iii s$ o"ooY'ea^i��� oAZ {M m b g12 ,R;0� O Cb Cl) V[ W q, 4 t lz �i a ------ ao��aa•se- t 0--y �"oa II 0 s� • *. a it o hos Q � s a 8 lO • 31 Ir �. ski ^ yeti tsy H `o�,h^aa Ry � iii s$ o"ooY'ea^i��� oAZ {M m b g12 ,R;0� O Cb Cl) V[ W q, 4 t lz WILLDAN Serving Public Agencies January 14, 2005 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL 117 C Street Marysville, California 95901 530/749.2373 fax 530/749.2199 www.willdan.com Willdan Project No: 14353-1160 Jurisdiction Job No: 04-2732 Assessor's Parcel No: 041-330-059 Description: Carruther's Residence Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The revisions were in response to a previous plan review and comments listed in our letter dated October 26, 2004. The plans and documents provided for this review that have been found in compliance with the applicable codes are: 1. Plans: Two (2) copies dated 08-16-04 revised 12/8/04, signed by Larry Warner, Architect. 2. Structural Calculations: Two (2) copies lateral dated 7/29/04 and two (2) vertical supplement copies dated 07/22/04, signed by Larry Warner, Aarchitect. 3. Enemy Calculations: Two (2) copies dated 08/20/04, signed by Bob Metzger. 4. Truss Calculations: Two (2) copies dated 08/25/04, signed by Larry Warner, Architect. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. On the pages to follow is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2061 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2. known as, the California Building Code and abbreviated he ' rein as "CBC"., • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California. Mechanical Code and abbreviated herein as "CMC". Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California, Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". CODE ANALYSIS Our plan review revealed the following information regarding the occupancy designation, type of construction, and other pertinent features. Type of Type of V Floor 2° Floor Sprinklers Stories Total Sq Ft Occu anc Construction Sq t Sq Ft �;"'! IN'"N' - 'n,7'_' " , , " : � '..'' 1 gg ggn "MR50 I'M= R-3 V -N N/a 1 2531 N/a .2531 Covered V -N N/a 1 1830 N/a 1830 Porch CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction. over this project. 2. Revisions and/or notes as red -lined on the plans. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs,pqrsuant to CBC 1701 at this time. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals at this time. Sincerely, ..-Richard Essenwan er Plans Examiner CC: Alice Mefford, atnefford(a-)buttecounty.net Larry Warner, Architect, 10 Declaration Dr. Ste. D, Chico, CA 95973; FAX (530) 892-0392 Eric Turner 1001 Thomasson Lane, Paradise CA 95969; FAX: 530) 872-9055 [call first] Jim Carruthers, 1891 Pebblewood, Sacramento CA 95833 Page 2 of 2 Butte Coinity 04-2*7,32 WilIdan. 143.53 1160 BUTTE COUNTY SCHOOLS IMPACT FEE CERTIFICATION FORM (One form per Building) School District � r6 Vi II P+ TT f / ! Building Department No. A.P. Number �� •,���•� Jurisdiction: City ©County Property Owner v (_l / rY) Property Location/Address �) / (� ! t� �% /1 l (J' roh f� P�v Subdivision Lot No. ............. ..................................:...................................... Residential Development 0 Q Q Q Sq. Footage �, -(mu / No of Living Mobile Home Addition) 'Supplemental to (Group R) Units Installation Conversion Permit # '(No foundation inspection) :........................ Deed Restricted Sq. Footage (Attach a signed copy of Deed Restriction and Notice of Limited Use Facility document) Commercial/Industrial Q Q District Identification, No. ®� f l / 0 .'S bc OV �►' ( 0 �A U\ i UY\ �\ School District certifies that Sq. Footage (Including Exterior Roofed Areas) Date �i m Carr V-AAU (S (Applicant) 3u� V�r�Ur� Gtch 51�-,quR9 �r�c (Street Address) (Phone Number) C4ro- e R (City) (State) (Zip Code) has complied with the requirements of Resolution No. representing 3� square feet. School District Paid by Check # Remarks: C- -rurtor Corns{ by payment of $ JAB 2926 i FULL MITIGATION $ Date Notice: You may protest the Imposition of the fess Idendfled above by submitting a wrllton protest to the District. In compliance with Government Code Section 66020(a), within 90 days from the date fees are paid. Failure to submit a timely written protest wlll'prohiblt you from challenging the Imposition of the hes in any court action. N, subsequent to the School DMrld Representative signing thio t3utts County Schools Impact Fee Certification Form, the School District Is notIN by the applicable Local Planning Agency that this project Is being reviewed under the California Environments! Quality Act (CEQA), this V m i r I may be subject to addMlonal school fees to fully mltlgete.Its Impact on the school district's schools. White (applicant), Yellow (building department), Pink (school district) feeform.xls (10/03)dmm BUTTE.:COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT 24 HOUR INSPECTION #: (530) 538-7636 (OROVIECE) (530) 891-2834 (CHICO) OFFICE #: (530) 538-7541 FAX#: (530)538-2140 WEBSITE: www.buttecounty.netldds LICENSED CONTRACTORS DECLARATION I hereby affirm under penalty of perjury ,that 1 am licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and my license is In full force and effect. 6 Z License Class: License Number: ,p Dater. '0Contractor. �� :%/+r J" EA OWNER -BUILDER DECLARATION I hereby affirm under penally of perjury that I am exempt from the Contractors' Stale License Law for the following reason (Sec. 7031.5 Business and Professions Code: Any clty.or county which requires a permit to construct, alter, Improve, demolish; or repair any structure, prior to Its Issuance, also requires the applicant for such permit to file a signed statement that he or she Is licensed pursuant to the provisions of the Contractor's Slate License Law (Chapter 9•commencing with Section 7000) of Division 3 of the Business and Professions Code) or that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by any applicaril for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).): ❑ I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not Intended or offered for sale (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who does such work himself or herself or through his or her own employees, provided that such Improvements are not Intended or offered for sale. If however, the building or Improvements are sold within one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). PERMIT NO. BP042734 Issued Date: 01/19/2005 APN: 041-330-059-000 Site Address: 302 VINTON GULCH RD ORO Map Index: Description: PRI DET GARAGE(1120) Owner: CARRUTHERS, JIM 1891 PEBBLEWOOD SACRAMENTO,, CA 95833 916-214-3551 Applicant: CARRUTHERS, JIM 1891 PEBBLEWOOD SACRAMENTO, CA 95833 916-214-3551 O I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business Contractor: TURNER, ERIC and Profdssions Code. The Contractors' State License Law does not apply to an owner of property who builds or Improves thereon, and who contracts for such projects with a contractors) licensed 1.001 THOMMASSON LN pursuant to the Contractors' State License Law.). 95969 ❑ '1 am Exempt under Article 3 of the Business and Professions Code 530-872-9055 Date: Owner: License #: 692947 WORKERS' COMPENSATION DECLARATION I hereby affirm under penally of perjury one of the following declarations: ; ❑ 1 have and will maintain a certificate of consent to self -Insure for workers' compensation, as provided for by Section 3700 of the Architect: Labor Code, for the performance of the work for which this permit Engineer: WARNER, LARRY is issued. Cl I have and will maintain workers' compensation insurance, as required by Section 3700 the Labor Code, for the performance of the work for which this permit Is Issued. My workers' compensation insurance carrier and policy number are: Total Square Ft: 1120 S.F. Carrier. Valuation: $26,880.00 Policy il: Census Code: I certify that in the performance of the work for which this permit Is Issued, I shall not employ any person In any manner so as to become subject to the workers' compensation laws of California, and agree that if I should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, I shall forthwith•complyy with those provisions. Date: I � 1 / (/_/BOJ �f Applicant: (` 7f%�/ ✓^/�� WARNING: Failure to secure workers' compensation coverage Is unlawful, and shall subject an employer to criminal penalties and one hundred thousand dollars ($100,000), In addition to the cost of compensation, damages as provided for In Section 3706 of the Labor code, interest, and attorney's fees. T111 t7/4-437? CONSTRUCTION LENDING AGENCY This permit Is hereby issued under the applicable provisions of the Butte County Codn anrt/or I hereby affirm that there Is a construction lending agency for the ResolutionsJ6 do work Indlcatpd a ove for which fees have been paid. performance of the work for which this permit Is Issued Sec 3097 Clv.) Name: ,i'Ar'3�^ /f /Yd..�S� By. Dater Address: n" AD `S & PERMIT EXPIRES ON: � mar., ❑ 1 hereby certify that the use of this facility shall comply with Sections 25505, 25533, and 25534 of the California Health and Safely Code, which regulate the storage, handling and use of hazardous materials. ❑ Notification In accordance with Section 19827.5 of California Health 8 Safety Code Is not applicable to the scheduled construction of this project. ❑ Attached are copies of the required E.P.A. notification forms. I hereby certify that I have read this application, that the above Information Is correct, and that'I em the owner or the duly authorized agent of the owner. 1 agree to comply with all county and state laws relating to building construction. I acknowledge It Is unlawful to alter the substance of any official form or document of Butte County. I hereby authorize representatives of Butte County to enter yupon the above mentioned property for Inspection purposes. Print Name:'Signature: Dale: �• i 0 Cl Owner� Contractor EllAgent for Owner 0 Agent for Contractor fl4j&-v BUTTE COUNTY DEPARTMENT OF DEVELOPMENT SERVICES BUILDING PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS 24 HOUR INSPECTION#: OROVILLE: (530) 538-7636 - CHICO: (530) 891-2834 OFFICE #: (530) 538-7541 A FEE WILL BE REO UIRED AT TIME OF APPLICATION � 9 255 **PLEASE PRINT CLEARLY" 200. 16 CONTRACTOR OWNER Last N m c, irst Nam^^ P-` Address/go,/ ct wooD City VeAn/� —O State ^ �'I� Zip 3 Phon . Z"� �3��� Fax E -ma Date Approved: CONTRACTOR Name — �L V AN C— A Address Cityl State Zir%q Pho O O•��J ©� (� Fax E-hrairO Lic qq-7 I Class ARCHITECT/ENGINEER Name / ► . S V� l f Address Stat City State Zip Phone 2G1, du 6o Fax E-mail State License Number APPLICANT NAME Name 7 ( G �(✓ Q .) ^ Q � ��' o 7^ w o w ) / Address toot 7� ` S City � �'" Stat Zi Zinn 6 _( Phone .7 QO c*'� I/ d Fax E-mail APPLICANT SIGNATURE X For office use only: Zoning roperty Address tJ M A) 6 U L C, Flood Zone V Cross Street f/v l -7o SRA Yes No Occ. Type Const. Subdivision Name Map Book Page Lot # Planner Date Approved: 3 PERMIT NO. BP BIN # LOCATION AP# O ' —530 — dS d roperty Address tJ M A) 6 U L C, Ci , V Cross Street f/v l -7o WORKER'S COMPENSATION Policy Number Carrier If hiring anyone other than license contractors, a certificate of worker's compensation must be shown at the time of permit issuance. LENDING AGENCY Name KU77K GoM /?,4N Address /Atrf D l S -E' Description or Scope of Work: faa e, Sq. Footage ❑ Structure Wilt withou ermits ❑ Proposed Change of Occupancy (Note previous use): EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after the date of application. In order to renew action on an application after expiration, a new application, plans and fee will be REQUEST FOR REFUNDS Refunds can only be made upon written request by the person who paid the fee. The request must be made prior to the expiration of the permit and no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are not refundable. OVER FOR SUBMITTAL REQUIREMENTS 11 K:\FORMS\BUILDING FORMS\B1dgApp1SubRgmts.doc Page 1 of 2 Received Receipt #: 4t;S 3 Date: g lid 6Y Amount: SRA Sheriff O SMIP Other r Total REV 7-27-04 SUBMITTAL & PERMIT REQUIREMENTS The following drawings and specifications must be submitted to the Building Division in order to apply for a permit. INCOMPLETE SUBMITTALS WILL NOT BE ACCEPTED. ALL PLANS MUST BE LEGIBLE AND /N INK. ❑ * 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. No graph paper! ❑ 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans (No graph paper!) OR Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. ❑ 3. Engineered truss details and layouts in duplicate (if required). No faxes! ❑ 4. Energy compliance design and supporting documentation in duplicate. (Note: Not required for additions to mobile or modular homes.) ❑ 5. Statement of Intent for Non -heated and A/C for Non -Residential Buildings. ❑ 6. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 7. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 8. Flood Elevation Certificate, wet -stamped and signed, in duplicate (if required). ❑ 9. Site plan and business license approval from the City of Biggs. ❑ 10. Letter of intent for non-residential buildings. ❑ 11. Detached Accessory Building Form filled out by the owner (if required). ❑ 12. Hazardous Material Form (for Commercial Buildings only). — ❑ 13. Sanitation and site plan approval from the Environmental Health Department. Remaining items needed to issue the permit. Additional items may be required after Plan Check and Planning _ review (May require additional plan review upon receipt of the following items.) ❑ 1. Agricultural Buffer clearance and site plan approval from the. Ag Commissioner's office (if required). ❑ 2. Impact Fees. ❑ 3. California Department of Forestry plan approval (if required). ❑ 4. NPDES Form. ❑ 5. Encroachment Permit for driveway from the Public Works Dept. (construction approval prior to occupancy). ❑ 6. Contractor's license information. (Number, Name Style, Classification). ❑ 7. Worker's Compensation Carrier and Policy Number. ❑ 8. Owner -Builder Verification (if required). ❑ 9. Letter of Signature authorization (if required). ❑ 10. Recorded copy of Agricultural Acknowledgment Statement. ❑ 11. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner (for 433A's). If you have questions or would like additional information regarding this process, contact a Permit Application Assistant at (530)538-7541. . ' EXPIRATION OF APPLICATION Applications for which a permit has not been issued will expire one year after date of application. In order to renew action on an application after expiration, a new application, plans and fees will be required. REQUEST FOR FEE REFUNDS memnas can omy oe made upon written request by the person who paid the fee. The request must be made within two years from the date of fee payment on permits not issued, and two years from the date of permit issuance for permits issued; however, on issued permits refunds can only be made if no construction work has been done. Filing fees, plan check fees for work plan checked and other department costs are: not refundable. OVER FOR BUILDING PERMIT APPLICATION KAFORMSWILDING F0RMS\B1dgApp1SubRgmts.doc Page 2 of 2 REV 7-27-04 Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ..................................- -,-........................... 23. California Department of Forestry plan approval 0•paSent by: ............. 24. Planning approval (A) Use: QIL_ (B)Parking: (C) Parcel Check: z9 • o �9- 0 25. Contact Land Development about _ Improvements, _ Drainage ::................... 26. NPDES Form .......................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........ ......... ...... ❑ 28. Pre -Inspection for required....... ❑ . 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization .................................... ..:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement. ................................ ❑ 34. Manufactured home utility clearance............................................................... -� ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ ' 38. Other: ❑ 39. Other: When issued Telephone - and hold for pickup. t� I have been informed of the above items and requirements for obtaining a building permit. Applica Date: I.Index ap5 oat on fort4e.Uve items numbered: Plan Check Letter 2. Additional items required -14 designer, owner, was advised of the above data by de-pho-rV, ❑ mail, ❑ counter, by � Date: �(� V-rMA�'L n1 • on ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: lk Yellow: Building Division ;' ' COUNTY OF BUTTE -DEPARTMENT OF DEVELOPMENT SERVICES -BUILDING DIVISION.,. 7 County Center Drive, Oroville, CA 95965 Phone (530)538-7541 Fax (530)538-2140 PERMIT APPLICATION DATA SHEET OWNER: � A ASSESSOR PARCEL NUMBER - �- Proposed Building o6 Use: Counter Counter Technician:�iw� Date: Items required in order t�pply for Oermit. All boxes MUST be checked OR marked NA in order to apply. 1. Site plans, 3 or 4 sets, signed by the preparer of the plans. . 2. Complete plans, 3 or 4 sets, signed by the preparer of the plans. 3. Engineered plans, 3 or 4 sets, with wet signature on plans AND 2 sets of stamped and signed calculations. 4. Engineered truss details and layouts in duplicate. No faxes! 5. Letter from Engineer or Architect for truss design review. ❑ 6. Energy compliance design and supporting documentation in duplicate. ❑ 7. Statement of Intent for Non -heated and AIC for Non -Residential Buildings. ❑ 8. Manufactured homes: (A) Data sheets and installation inst, (B) Marriage line info, (C) Floor Plan, (D) Tie down or fnd plans, all in duplicate. ❑ 9. Metal bldgs: (A) Metal Bldg Plans, (B) Fnd plans and calcs in triplicate, (C) Elevations in triplicate. (D) Floor plans in triplicate. All of these must be stamped and wet -signed by the engineer. ❑ 10. Flood Elevation Certificate, wet -stamped and signed, in duplicate ❑ 11. Site plan and business license approval from the City of Biggs 12. Letter of intent for non-residential buildings 0 13. Detached Accessory Building Form filled out by the owner ❑ 14. Hazardous Material Form 15. Sanitation and site plan approval from the Environmental Health Department in ❑ Chico ❑ Oroville, as applicable. ❑ 16. Other__ _ Remaining items needed to issue the permit. (May require additional plan review upon receipt of the following items.) ❑ 17. Fire Sprinklers............................................................................................ ❑ 18. Agricultural Buffer clr and site plan apr from the Ag Commissioner Sent by ❑ 19. Soils Report and/or Engineered Foundation required ........................................... ........ ❑ 20. Erosion Control Plan Required........................................................................ ........ ❑ 21. Fees as shown on the attached Schedule of Fees Due Sheet .............................. ❑ 22. City of Chico Plumbing permit ..................................- -,-........................... 23. California Department of Forestry plan approval 0•paSent by: ............. 24. Planning approval (A) Use: QIL_ (B)Parking: (C) Parcel Check: z9 • o �9- 0 25. Contact Land Development about _ Improvements, _ Drainage ::................... 26. NPDES Form .......................... ❑ 27. Encroachment Permit for driveway from the Public Works Dept ........ ......... ...... ❑ 28. Pre -Inspection for required....... ❑ . 29. Contractor's license information. (Number, Name Style, Classification) ................... ❑ 30. Worker's Compensation Carrier and Policy Number .......................................... ❑ 31. Owner -Builder Verification (_ Given to owner, _Mailed to owner) ..................... ❑ 32. Letter of Signature authorization .................................... ..:............................. ❑ 33. Recorded copy of Agricultural Acknowledgment Statement. ................................ ❑ 34. Manufactured home utility clearance............................................................... -� ❑ 35. Existing violations and/or expired permits......................................................... ❑ 36. Deed Restriction......................................................................................... ❑ 37. ❑ Grant Deed, ❑ M.H. Title/Statement of Facts, ❑ Letter from Legal Owner, ❑ Check to H.C.D. $ ❑ ' 38. Other: ❑ 39. Other: When issued Telephone - and hold for pickup. t� I have been informed of the above items and requirements for obtaining a building permit. Applica Date: I.Index ap5 oat on fort4e.Uve items numbered: Plan Check Letter 2. Additional items required -14 designer, owner, was advised of the above data by de-pho-rV, ❑ mail, ❑ counter, by � Date: �(� V-rMA�'L n1 • on ractor, designer, owner, was advised of the above data by ❑ phone, ❑ mail, ❑ counter, by Date: Plans reviewed by: Date: Plans approved by: Date: Structural reviewed Date: Structural approved by: Date: Note transfer by: Date: lk Yellow: Building Division ;' TO: FROM: SUBJECT: Building Department Environmental Health Sanitation Clearance t¢. st: `aWLY 41 Piot Pian Attacha� Ftooa Ptan Attachad _ Sancta S.D. ! Owner Location AP# Plan Approved for: Sewage Disposal� Water Supply: Public Private Well Clearance for dweilina. Other Hold final for: Final clearance O.K. for: NOTE: Environmental Hea 8/96 cialist 1'2A i4s, x-_13- -� Date A `r 5 Department C o u n t, J. Michael Crump, Director of Public o f B u t Works LAND DEVELOPMENT DIVISION Storm Water Management Program 7 County Center Drive Oroville. CA 95965 (530) 538-7266 (FAX) 538-7171 National Pollutant Discharge Elimination System (NPDES) Phase II Construction -Storm Water Permit and Storm Water Pollution Prevention Plan (SWPPP) Acknowledgement ILESS THAN 1 ACRE1 Project Description: t7 (1� /1 Project Location and/or Parcel Number: By signing below, I, the project owner/owner's agent, certify that this project WILL NOT DISTURB 1 acre or more of land and that I, therefore, do not need to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board. I am aware that submitting false and/or inaccurate information or failure to apply for a Construction Storm Water Permit from the State of California Regional Water Quality Control Board for a project that disturbs one acre or more of land may result in revocation of grading and/or other permits or other sanctions provided by law. Signed: Title: Date: - iti Less than 1 Acre NPDES & SWPPP Compliance Certification Butte County Storm Water Management Program 109/17/2004 08:47 5308770598 ERIC TURNER CONST PAGE 05 Department of Development Services Suilding Division 7 Cir Center Drive OrovilK CA 9M3 (Sao) 5311-7341 (530) 538.2140 FAX DETACHED ACCESSORY BUILDING OWNER'S STATE1V M" OF USE Plan review will not be started until this form is completed signed by the property owner, wd returned to the Butte County Building Division. Attached Accessory Buildings and Addidow will be checked for resid ntilal use. Exception: Oagps and Carports, Owner: Phone: Mailing Address Site Address: Assessor's Parcel Number: © — 3aQ d O's 9 gone; Please answer questions 1-16, and explain any yes answer: for que8dont 2.14 in the space provided oa pW Z d cels form GENERAL WORKATION: 576--033 95�6� 1. Is theta a primary dwelling an tlut propw YON NO 2. Is the structure already built, under constrictim or under notice of code violation? Yoe NO 3. Will items produced In this bullftg be 011hred, for sale? Yes No 4. Will the public haw access to Ws building? Yes No 3. Will any admUsing. on or off site, be associated with the use o4 this building? you No SITE CONDITIONS: 6. Is the structure foundation within S' of septic tank or 10' of leach lines? YesNo 7. Is any portion of the savetum located closer than 20' to you front property line? Yes No S. Do you plan to add a driveway or modify existing access to a county maintained road? yes No 9. Will the proposed structure encroach within any recorded easement? Yes ® No ®' CONSTRUCTION FEATURES: 10. Will this building have IgwWW floor, wW& or ceiling? YesrNwo 11. Will this building be beau d or cooled? Yea12. Will this buiWwg bluea water doset/toilet? ye:13. Will this building bave a sb*7 Yes14, Will this building have a water heater? yes 15. What type of Door covering Wali the buildial have? �� f1�✓ v 16. What type of wall covering will the building have? OVER 1 of 2 ,09/17/2004 08:47 5308770598 ERIC TURNER CONST PROPOSED USE: (check only one box) PAGE 06 1. ❑ Residential Storage Shed - i will be stoma in this building and k will not be used for any ocher purpose (no bathroom and no beating or coollng)- 2. Private Gauge — "A building or a portion of a bulldi g not more that 1,000 square tbet (3,000 by exception) in area to wWcb 0* motor vehicles used by tenants of tho building or buildings on the p F wh a are stored or kept" A unum door ' 3. C) BeAdentW Carport — A oovrrrnd structure Intended for parting of vehicles. Two or more aides -ust be 4. ED Residential Occupancy -- &MX11lras Meant to be ooarp14 as apposed to a Romp "p;rav, or carport 8if you chocked 04, plan 6e* the uses below wbieh beet St rids building Guesdiouss Pool Housa Studio Amt In-law quarters Recrasdon Room Clime Room Sk* Lib:aty ❑ Bonus Room Playroom ❑ Den SrAo ❑ Artist Studio Hobby Rooms Craft Room Sewing Room ❑ Canning Kitehen Music Roost Family Room Sun Room ❑ Private Oahn ❑ Workshop' § Homs OMpaaty = ❑ Other— Use • 1. c,w%* 0" etweeblep :. Mba tr wed by b ew COM r.WWd% Dbiiec Explanations: This area is fbr weplanatloo of any "yea" answers an questions 2-14. Please Indicate the question number bofbre the explanation Additional Information: Plan review will not be started until thls forum is completed and received. A Plans Zzaaminer will contact the owner witb specific requireasents per the use ladieate& i hasty affirm under penalty of perjury that the above Taft onatlw is true and correct. I w der bbd that say dW410 to the use, or character of use, of this building will mequlm prtmib from flies perautt mobartb►. I undars00 that Real Estate Disclosure laws require diselonut this InforvMW0 a if or wh= the propem is offerod for sola Owner's Nance: Please Priv A"M 2.QLl Owner's Signature: Date: 9 2of2 Applicant: lCarruthers, Jim Permit 04-2734 Project Type: Detached Garage APN: 1 041-330-059 100% 70% Plan Check Fees $ 285.95 $ 200.17 $ 285.95 $ 200.17 WILLDAN Fee $ 200.17 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other Butte County Department of Development Services TTt� �u 0 YVONNE CHRISTOPHER, DIRECTOR o /� o o 7 County Center Drive o R, o 0 - o Oroville, CA 95965 c�U M (530) 538.7601 Telephone N'�y (530) 538.7785 Facsimile N TO: WILLDAN ' FROM: Scott Rutherford (530) 538-7160 !� srutherford@buttecountv.net SUBJECT: Plans Transmittal For Review Per Contract O DATE: 9/17/2004 Applicant: lCarruthers, Jim Permit 04-2734 Project Type: Detached Garage APN: 1 041-330-059 100% 70% Plan Check Fees $ 285.95 $ 200.17 $ 285.95 $ 200.17 WILLDAN Fee $ 200.17 Copies Attached: Qty Chk Application Site Plan Review FEMA Elevation Certificate Building Plans Truss Calculations Energy Calculations Structural Calculations Residential Plan Review Guide Residential Construction Requirements Other Other LONGFELLow LUMBER CO. INC. Quality Truss Design •Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com Customer: ERIC TURNER Job No: CARRUTHERS GARAGE Address: AP#: VINTON GULCH RD. CHEROKEE ENGINEER . Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900 APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 C -20E (Rev. 3/03) - \ CARRVTHERS GARAGE L 1 L 1 L 1 L 1 L 1 L 1 L 1 L 1 L1 L1 L 1 L 1 L 1 L 1 L 1 L1 ' L 1 L 1 E .., OUTLOOKER ' Ix4 CONT BRACE AT BRACE MEMBERS LONGER THAN 12' ATTACH AT MIDPOINT OF BRACE W/ 2-8d NAILS 2x4 HF STRONSBACK MAIL TO LEDGER $IV IOd a 120 OLj — 2x4 HF LEDGER MAIL TO VERTICAL W/ IOd NAILS) �—A35 BRACE TO FLAT r�--H-3 AT 4$' O.C. NOTE: THIS DETAIL MAY BE 1,15ED FOR TRU55E5 WITH PITCHED BL. ALSO. (0) OPTION TO WEB PLATING: USE (3) - 2' WIRE STAPLES (0A'12 DIA115 6A) TOENaLED THRI) CHORD INTO WEB I THRU WEB INTO CHORD ON ONE FACE FOR A TOTAL OF 6 STAPLES. (PI). (51) I NO MUST BE PLATED. Ci AV .4x.t a.wr. ME 41%5-10d NAILS EACH END 6-I0d COMMON —2xb DIA60NAL NAILS BRACE o 46' OL. OA MAX IRBRAGED LENGTH OF GABLE END STIR. (2x4 FIR -LARCH) - 5TANDARD = 5' -II' - 01 AND BTR. — TRUSSES ----- TC DL 15A PSF NOTE: GABLE END DESIGN BASED BC DL PSF • P5F ON i5 MPH WIND, EXPOSURE 'B' BG LL OATOT1.D. 50.0 PSF AT 0-25 FEET MEAN HE16HT. DURFAC. 1.15 TYPE OF .M MAIL Date: 10-18-o2 Gary Hawkins J0E3 NAME LO OW Drawn: AK ARCHITECT CITY STATE CHICO CALIFORNIA (530)892-2700 � � Job no.: Q2 -I I (� i 370 Rloaewoon DR..'s�.l O FAx:(530)893-0532 4 Cmco. CA 95973 garyarchmsbcglobalmt Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4 *Center plate on joint unless x, y Damage or Personal Injury offsets are indicated. 6-4-8 dimensions shown in ft -in -sixteenths Dimensions are in ft -in -sixteenths. Apply plates to both sides of truss 1. Additional stability bracing for truss system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI I. 1/16. 2. Never exceed the design loading shown and never 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS ci-z csa 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS �a, all other interested parties. �'� 0 u �' p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate plates 0-1a6' from outside a " a 5. Place plates on each face of truss at each edge of truss. joint and embed fully. Knots and wane at joint c» c6-7 C-1-6 O locations are regulated by ANSI/TPII. BOTTOM CHORDS 'This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPII. connector plates. 7. Unless otherwise noted, moisture content of lumber Plate location details available In MITek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT. use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 x 4 to Second NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43, 96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at if indicated. spacing shown on design. BEARING SBCCI 9667, 9730, 96048, 9511, 9432A 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint ��® number where bearings occur. 15. Do not cut or alter truss member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. Industry Standards: ® M iTek ANSI/TPII : National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MITek Engineering Reference Sheet: MII-7473 ©2004 MITek@ Job , Truss Truss Type Qty Ply GARAGE (loc) 1/deft LJd PLATES GRIP TCLL 16.0 R1328262 GARAGE L1 FINK 19 1 1 240 M1120 220/195 TCDL10.0 Lumber Increase 1.25 Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 it 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Aug 18 16:16:39 2004 Page 1 -2-0.0 1 7-3-6 I 14-0-0 I 20•8-10 I 28-0-0 I 30-0-0 2-0.0 7-3-6 6-8-10 6.8.10 73-6 2-0-0 Scale = 1:53.1 4x4 = 3x4 = 3x4 = 3x4 = 9-6-4 18-512 28-0.0 I$ LOADING(psf)SPACING 2-0-0 CSI DEFL in (loc) 1/deft LJd PLATES GRIP TCLL 16.0 Plates Increase 1.25 TC 0.38 Vert(LL) -0.18 8-10 >999 240 M1120 220/195 TCDL10.0 Lumber Increase 1.25 BC 0.66 Vert(TL) -0.34 8-10 >981 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(TL) 0.04 6 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight 120 lb LUMBER TOP CHORD 2 X 4 OF No.1&Btr G BOT CHORD 2 X 4 DF No.1 &BtrG WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 2=1026/D-3-8,6=1026/0-3-8 Max Horz2=44(load case 4) Max Uplif12=25(load case 5), 6=25(load case 5) BRACING TOP CHORD Sheathed or 5-0-15 oc puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1 -2=0/23,2-3=1454/0,3-4=1261/58,4-5=1261/58,5-6=1454/0,6-7=0/23 BOT CHORD 2-10=0/1293,9-10=0/881,8-9=0/881,6-8=0/1293 WEBS 3-10=310/14, 4-10=-40/481, 4-8=-40/481, 5-8=310/14 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 45 ft by 24 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard / Qq,OF ESS/pN9`. e 5 A 80&-c , N& C66424 ' * EXP.6=30-06 \TF FCALIFo��\P August 20,2004 ® WARNING - Ver(/y design pammeWrs and READ NOTES ON THIS AND INCLUDED WTEE REFERENCE PAGE 11777473 BEFORE USE. 7777 Greenback Lane Design void for use only with Mlek connectors. This design is based only upon parameters shown. and is for an individual building component. Suite 109 Applicabiily of design paramenters and proper incorporation of component is responsibility of building designer- not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control, storage, delivery, erection and bracing. consult ANSI/TPII Quality Cdteda, DSB-89 and BCSII Building Component MTie k Safety Inlormailon available from Truss Plate Institute. 5a3 D'Onof io Drive, Madison. WI 53719. Street Marysville, ' California 95901 Serving Public Agencies 530/749.2373 fax 530/749.2199 www.willdan.com November 4, 2004 Scott Rutherford Butte County Building Department 7 County Center Drive Oroville, CA 95965 (530) 538-7169 (530) 538-2140 FAX SUBJECT: COUNTY OF BUTTE PLAN REVIEW APPROVAL Willdan Project No: 14353-1168 Jurisdiction Job No: 04-2734 Assessor's Parcel No: 041-330-059 Description: Caruthers Detached Garage Dear Mr. Rutherford: Willdan has completed a plan review of submitted plans and documents for the above referenced project and recommends your approval with the conditions noted on the 2nd page of this letter. The plans and documents provided for this review that have been found in compliance with the applicable codes are: * Plans: Two (2) copies dated 04-84, by Bob M. * Truss Calculations: Two (2) copies not by Longfellow Lumber Co. The plans have been stamped with the Willdan approval stamp and dated the date of this letter. According to our previous letters relating to this project, the superseded plans and documents will be discarded within 10 days unless we receive other instructions. Listed below is the identification of the codes and standards applicable to the project, a code analysis, conditions -of -approval and identification of any deferred submittals. APPLICABLE CODES Unless noted otherwise, all comments are based on requirements of the 2001 California Building Standards Code found in the California Code of Regulations, Title 24: • Part 2, known as the California Building Code and abbreviated herein as "CBC". • Part 3, known as the California Electrical Code and abbreviated herein as "CEC". • Part 4, known as the California Mechanical Code and abbreviated herein as "CMC". • Part 5, known as the California Plumbing Code and abbreviated herein as "CPC". • Part 6, known as the California Energy Code, and Energy Commission Standards, and abbreviated herein as "CECS". W I LLDAN Serving Public Agencies CODE ANALYSIS Type of Type of 1s` Floor 2° Floor Occupancy Construction Sprinklers Stories Sq Ft Sq Ft Total Sq Ft U-1 V -N N/a 1 1120 N/a 1120 CONDITIONS OF APPROVAL 1. Approval is contingent upon the review, requirements and approval of other departments and/or agencies that have jurisdiction over this project. 2. Revisions and/or notes as red -lined on the plans. DEFERRED SUBMITTALS Our plan review reveals no deferred submittals noted at this time. SPECIAL INSPECTION NEEDS Our plan review reveals no special inspection needs pursuant to CBC 1701. Sincerely, Isaac Kuster Plans Examiner CC:' Alice Mefford, amefford(,buttecountv.net Jim Caruthers, 1891 Pebblewood, Sacto, CA 95833 Eric Turner, 1001 Thomasson Lane, Paradise, CA 95969 Page 2 o.f2 County of'.Butte 14353-'1 'I 68 LONGFELL'OW. LUMBER CO. INC. Quality Truss Design • Roof & Floor Systems 89 Loren Avenue • Chico, CA 95928-7434 Phone (530) 893-0112 • (800) 678-0112 Fax (530) 893-0140 E -Mail: trusses@longfellowlumber.com j Customer: ERIC TURNER Address: VINTON GULCH RD. CHEROKEE AP#: C -20E (Rev. 3/03) Job No: CARRUTHERS ENGINEER Mitek Industries, Inc. Redong (Ray) Yu 7777 Greenback Lane, Suite 109 Citrus Heights, CA 95610 (916) 676-1900. APPROVED INSPECTION AGENCY Timber Products Inspection, Inc. P.O. Box 20455 Portland, OR 97220 (503) 254-0204 CARRUTHERS VINTON GULCH RD. V A f4@V1J?wed n.® ett@e0410nfi ti lk.4h o Ravlewod ox®aPtiomo t$kon (911444brtdtial not tuoultod) o Reviewed exception$ tgkon (Re-oubmitial required) [] Reviewed and rejected not accordance with design. These documents have been reviewed by the Architect or Engineer for Compliance to the design Intent only. The contractor Is responsible for all field conditions, dimensions, method of construction and compliance to all cod , laws and regulations. d4 evil eby��� � A�Q, date May 31, 2002 Longfellow Lumber 89 Loren Avenue Chico, CA 95928 RE: Trusses supporting A.C. Loads MiTek Industries, Inc. 7777 GREENBACK LANE SUITE 109 CITRUS HEIGHTS CA 95610 USA FAX (916) 676 1909 TELEPHONE (916) 676 1900 MiTek Industries, Inc. truss designs are adequate to support up to an additional 150 pounds per truss due to mechanical loads. If this load falls at a panel point, no revision to the engineering is necessary. If it falls in between panel points, a 2X scab of equal size and grade as the top cord is required for the full panel length carrying the load. Attached with 10d nails at 12" o.c. These rules only apply to residential 2' o.c. truss applications with greater than 3/12 pitch. For commercial building span of truss shall be limited to 30'- 0" maximum. If you have any questions, please call meat 1-800-772-5351. 0 QROFESSIO� �PONG y� ``20 RedongXof- DirectorF 86 Western Operations RY/ek DETAIL FOR COMMON AND END JACKS , y MiTek Industries, Inc. Jan 09 2004 Pagel of 1 -2-0-0 6-0-0 LENGTH OF EXTENSION AS DESIGN REQ'D 20'-0" MAX SPLICE PLATES SHALL BE 3X6 ON TOP CHORD. --i TOP CHORD PITCH: 4/12---10/12 BOTTOM CHORD PITCH: 0/12-4/12 SPACING= 24" O.C. ALL NAILS TO BE COMMON WIRE NAILS. A DO NOT SPLIT LUMBER. SUPPORT AND CONNECTION (BY OTHERS) OR 2-16d TOE NAILS @ 4'-0" O.C. ALONG THE EXTENSION 2 CONN. W/3 16d TOE NAILS OF TOP CHORD. 3x4 - CONN. W/2 1 Od TOENAILS i 6-0-0 2-0-0 8-0-0 4-0-0 2-0-0 EXT. EXT. EXT. 2-0-0 2-0-0 2-0-0 - CONN. W/3 161 TOE NAILS BOTTOM CHORD LENGTH MAY BE 2'-0" OR A BEARING BLOCK. 3x4 = 6-0-0 CONN. W/2 1 Od TOE NAILS JAN 0' 9 2004 MAX LOADING (pstl SPACING 2-0-0 CSI DEFL (in) (Icc) I/dell PLATES GRIP TCLL 30.0 Plates Increase 1.15 M20 197/144 TCDL 15.0 Lumber Increase 1:15 BCLL 0.0 Rep Stress Incr YES BCDL 7.0 Code UBC/ANSI95 1st LC LL Min I/deo = 240 Weight: 22 Ib MINIMUM LUMBER SIZE AND GRADE BRACING TOP CHORD 2 X 4 SPF, OF -L No.1 TOP CHORD Sheathed or 6-M on center pudin spacing. BOT CHORD 2 X 4 SPF, DF -L No.2 BOT CHORD Rigid ceiling directly applied or e-0.0 on center bracing. PAGE I OF _Hort. ALT. LATERAL CIzACE r CT_/ L-. j s _VALih J::.�2 RE PLAciQG CoH T . N(LACES ATT 0� AT 1�: RU -* f20WS AGE WITH L5 1012 Q b'' 0. G: Tr F., pol STs PmCE 0�q _ O NT6 P r14 . RAGE MUST E>E b0 % THE LENGTH O- TP- WEt ,.. T14rS DETAIL 15 TO L;,E USED A5 AN T. -09 ONE &ONTINUOUS LATERAL ti RAGE. . L T e I/•. ll� T V R. '� V 1 V� p� or/ I Y D.G.. TYP. NOTE: 2X3, 2X4, OR 1X4 GRADED �~ LUMBER LATERAL BRACE PER TRUSS DESIGN WITH 2-1 OD PER WEB (TYP). MAR 2 7 2002 BRACE MAY BE ATTACHED TO EITHER NARROW FACE OF WEB. (SEE NOTE BELOW)' ?7���IN� RESTRAINT REGtUIRED AT EA&- ENb OF f>RAGE AHV AT 20'-0" INTER�lALS. REFER TO I-11t�,-ai SUMMARY bHE:ET -OR REGOMMENPATION!E OF TIE TRU55 PLATE lNSTUTE JQ�25TKA[af MAy 13F_ rrzoYl MIO t>YTEkMI qc- 0� � PjAp I2�r�.oK �F_v Q 71 a��� 1,�iP:-� = MITEi it THE • T( 2y3 Ci2)4 A5 11lqeyl Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION Failure to Follow Could Cause Property 3/4' *Center plate on joint unless x, y ' Damage or Personal Injury - offsets are indicated. Dimensions are in ft -in -sixteenths. b 4-8 dimensions shown in ft -in -sixteenths for truss Apply plates to both sides of truss 1. Additional stability bracing system, e.g. and securely seat. diagonal or X -bracing, is always required. See BCSI1. x/16" 2. Never exceed the design loading shown and never 0 1 2 3 stack materials on inadequately braced trusses. TOP CHORDS c, -z c2-3 4 3. Provide copies of this truss design to the building designer, erection supervisor, property owner and o WEBS Sao all other interested parties. Oz u p 4. Cut members to bear tightly against each other. For 4 x 2 orientation, locate U pb _ plates 0-'h6' from outside a- " a 5. Place plates on each face of truss at each edge of truss. 0 joint and embed fully. Knots and wane at joint ci$ csa c5-6 O locations are regulated by ANSI/TPI1. BOTTOM CHORDS *This symbol indicates the 8 7 6 5 6. Design assumes trusses will be suitably protected from required direction of slots in the environment in accord with ANSI/TPI 1. connector plates. 7. Unless otherwise noted, moisture content of lumber Plate location details available in MTek 20/20 shall not exceed 19% at time of fabrication. software or upon request. JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO 8. Unless expressly noted, this design is not applicable for THE LEFT• use with fire retardant or preservative treated lumber. PLATE SIZE CHORDS AND WEBS ARE IDENTIFIED BY END JOINT 9. Camber is a non-structural consideration and is the The first dimension is the width 4 x 4 to Second NUMBERS/LETTERS. responsibility of truss fabricator. General practice is to perpendicular slots. camber for dead load deflection. dimension is the length parallel to slots. 10. Plate type, size, orientation and location dimensions CONNECTOR PLATE CODE APPROVALS shown indicate minimum plating requirements. LATERAL BRACING 11. Lumber used shall be of the species and size, and Indicated by symbol shown and/or BOCA 96-31, 95-43,.96-20-1, 96-67, 84-32 in all respects, equal to or better than that by text in the bracing section of the specified. output. Use T, I or Eliminator bracing ICBO 4922, 5243, 5363, 3907 12. Top chords must be sheathed or purlins provided at if indicated. spacing.shown on design. - SBCCI 9667, 9730, 96048, 9511, 9432A BEARING 13. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. Indicates location where bearings (supports) occur. Icons vary but 14. Connections not shown are the responsibility of others. reaction section indicates joint number where bearings occur. 15. Do not cut or alter truss'member or plate without prior approval of a professional engineer. 16. Install and load vertically unless indicated otherwise. Industry Standards: ® MiTek ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI1: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. MRek Engineering Reference Sheet: MII-7473 ©2004 MITek® Job Truss Truss Type Oty Ply CARRUTHERS PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 R1303741 CARR0721 Al SCISSORS 9 1 BC 0.38 Vert(TL) 0.13 1 >186 180 NOTES - BCLL 0.0 Rep Stress Incr Job Reference (optional) wnyreuuw wnmer w., usu., k,mw, t.a. ya7to-rvav 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jul 28 12:09:40 2004 Page 1 i •2.0.01 15-10-12 I 26.6-0 I 37-1-4 53-0-0 X55.0-01 2.0-0 15-10-12 10.7-4 10-74 15-10.12 2-0-0 Scale = 1:97.1 5x8 = 6.00 FIT 6 bx6 = -- 4.00 12 5x6 = 20 3x6 G 3x6 c 12 5x6 = 5x6 = 1 8-2-12 I 15-10-12 449-4 1 53-0-0 8-2-12 7.8.0 28.10-8 8-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) -0.19 16 >999 240 MI120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.38 Vert(TL) 0.13 1 >186 180 NOTES - BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.30 12 n/a n/a BCDL 7.0 Code . UBC97/ANS195 (Matrix) 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. Weight 234 Ib LUMBER �pF LOAD CASE(S) Standard BRACING TOP CHORD 2 X 4 DF No.l &BtrG Z TOP CHORD Sheathed or 4-0-12 oc purlins. BOT CHORD 2 X 4 DF No.1 &BtrG ,E EXP. 06/30/05 BOT CHORD Rigid ceiling directly applied or 4-9-11 oc bracing. WEBS 2 X 4 DF Std G y July 29,2004 e. REACTIONS (Ib/size) 20=2081/0-,5-8,12=2081/0-5-8 Max Horz20=47(load case 4) Max Uplif120=24(load case 5), 12=-24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-3=196/1631, 3-4=382/58,4-5=1773/0,5-6=2445/0. 6-7=2445/0, 7-8=1773/0, 8-9=380/58, 9-10=196/1631, 10-11=0/28 BOT CHORD 2-20=1519/209, 10-12=-1519/209, 19-20=1728/280, 18-19=0/558, 17-18=0/2269, 16-17=0/2094, 15-16=0/2098, 14-15=0/2269, 13 14=0/477, 12-13=1728/231 WEBS 3-20=1368/0, 9-12=1368/0, 4-19=1184/0, 8-13=1184/0, 3-19=0/1857,9-13=0/1857, 6-16=0/1339, 5-18=970/0, 4-18=0/1263, 5-17=119/80, 6-17=124/290, 6-15=-133/286, 7-15=-119/84, 7-14=970/0, 8-14=0/1263 NOTES - 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 82 ft by 53 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. ESS/0 4) A plate rating reduction of 20% has been applied for the green lumber members. �pF LOAD CASE(S) Standard Z C 17180 1' ,E EXP. 06/30/05 CIVIC . �TFOF CALIF July 29,2004 A WARNING - Ver(/y design parameters and READ NOTES ON TRIS AND JNCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane Design valid for use on with MiTek connectors. This design a based on u Suite 109 9 M 0 N Pon Parameters shown, and is for an individual building component. Citrus Hei his, CA, 9561090` AppGcabtG of dei n mmenters and po p ponsibifity of building designer - not truss designer. Bracing shown 9 � �^ rg pa proper incur lotion al cam anent is res ��� is For lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibilGty of the t u erector. Additional Permanent bracing of the overoll structure is the responsibility of the building designer. For general guidance regarding fabrication• quality control, storage• delivery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component MiTek® Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. Job Truss Truss Type Ory Ply I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 R1303741 CARR0721 A2 POLYNESIAN 11 1 �CARRLITHERS BC 0.37 Vert(TL) -0.22 10-12 >452 180 Job Reference o tional �ariyn:naw —niukn —. nn:.. --U, �d.--0-14- 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jul 28 12:09:41 2004 Page 1 I.2.0-01 15.10.12I 26-6-0 I 37-1-4 1 53-0-0 SS -0-01 2-0-0 15.10.12 10-7.4 10-7-4 15-10-12 2-0-0 Scale: 1W-- V 5x8 = 6.00 6 axo — 22 21 20 19 18 17 16 15 14 13 12 2x4 11 5x6 = 3x6 = 3x6 = 3x6 = 2x4 11 3x6 = 3x6 = 3x6 = 5x6 = 5x6 = D 111 sn 5x6 = d I 8-2-12 15-10-12r 44-9' 44-9-453.0.00 B-2-12 7.8.0 28.10.8 B-2-12 LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.56 Vert(LL) 0.14 10-12 >741 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.37 Vert(TL) -0.22 10-12 >452 180 BCLL 0.0 Rep Stress Incr YES WB. 0.84 Horz(TL) 0.02 12 n/a n/a BCDL 7.0 Code UBC97/ANS195 (Matrix) Weight 2711b LUMBER BRACING TOP CHORD 2 X 4 OF No.1&Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 OF No.1&Btr G BOT CHORD Rigid ceiling directly applied or 4-11-0 oc bracing. WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 12=2089/0-5-8, 22=2073/0-5-8 Max Horz22=47(load case 4) Max Uplift12=25(load case 5), 22=24(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-3=194/1619, 3-4=294/0, 4-5=1003/35, 5-6=1140/92, 6-7=1132/91, 7-8=961/35, 8-9=-252/40, 9-10=195/1622, 10-11=0/28 BOT CHORD 2-22=1507/207, 21-22=-1507/254, 20-21=0/304, 19-20=0/1017, 18-19=0/1017, 17-18=0/843, 16-17=0/843, 15-16=0/999, 14-15=0/999.13-14=0/260,12-13=-1642/206,10-12=1510/207 WEBS 3-22=189319,9-112=119110/9. 4-21=-1082/11, 8-13=1120/12,3-21=28/1997.9-13=-28/2057, 6-17=4/58,5-20=412114, 4-20=-451735.5-18=216/32,6-16=-46/281, 7-16=194/32, 7-114=453/14,8-114=45)792. 6-18=-46/296 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, of dimensions 82 ft by 53 ft with exposure B ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. ��F ESSESS/� 4) A plate rating reduction of 20% has been applied for the green lumber members. COQ /1/9` LOAD CASE(S) Standard �' / '� C171802)*rn, * EXP. 06/30/05 01 CIV �P �rFCF CAt.F S July 29,2004 ® WARNING - Verf fy design parameters and READ NOTES ON THIS AND INCLUDED VOTER REFERENCE PAGE 11M.7473 BEFORE USE. 7777 Greenback Lane Design vorid for use only with MTek connectors. This design is based on upon parameters shown, and is for an individual buildingcomponent. Suite 109 Applicability of design oromenters and proper incorporation g only pang shown Citrus Heights, CA, 95610 PP N P p p porditi n of component is responsibility of ability g designer - not truss the reser. Bracing shown is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil6ly of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication. quality control, storage, delivery. erection and bracing, consult ANSI/TPII Quality Criteria, DS6-89 and BCS11 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison. WI 53719. M ITek 4 Job Truss Truss Type Qty Ply Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply R1303741 CARR0721 A3 GIRDER 4 psi load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, ICARRUTHERS Job Reference (optional) Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jul 28 12:09:42 2004 Page 1 F2-0-0 15-10-12 26-6-0 l 37-1-4 I 53-0-0 Sr 5-0-01 2-0-0 15-10-12 1D-7-4 10-7-4, 15.10-12 2-0.0 Scale = 1:97.1 4 5x8 = 6.00 F12 Ub = 4.00 12 - � 5x6 = 20 3x6 3x6 zz 12 5x6 = 5x6 = 1 B-2-12 15-10-12 I 449-4 [ 53-0-0 8-2-12 7-8-0 28.10-8 8.2.12 Plate Offsets (X,Y): [2:0-4-8,Edge], [10:0-4-8,Edge] LOADING(psf) SPACING 3-6-0 CSI DEFL in (loc) I/dell Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.54 Vert(LL) -0.16 16 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.36 Vert(TL) 0.11 1 >212 180 BCLL 0.0 Rep Stress Incr NO WB 0.66 Horz(TL) 0.26 12 n/a n/a BCDL 7.0 Code UBC971ANS195 (Matrix) Weight: 468 lb LUMBER BRACING TOP CHORD 2 X 4 DF N0.1 &Btr G TOP CHORD Sheathed or 6-0-0 oc purlins. BOT CHORD 2 X 4 DF No.1 &Btr G BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2 X 4 DF Std G REACTIONS (Ib/size) 20=3642/0-5-8,12=3642/0-5-8 Max Horz20=83(load case 4) Max Uplift20=43(load case 5), 12=43(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension . r TOP CHORD 1-2=0/48, 2-3=343/2855, 3-4=668/102, 4-5=3103/0, 5-6=4278/0, 6-7=-4278/0, 7-8=3103/0, 8-9=665/102, 9-10=-343/2855,10-11=0/48 BOT CHORD 2-20=2658/365, 10-12=2658/365, 19-20=3025/491, 18-19=0/976, 17-18=0/3970, 16-17=0/3665, 15-16=0/3671, 14-15=0/3970, 13-14=0/835, 12-13=3025/405 WEBS 3-20=2394/0, 9-12=2394/0, 4-19=2072/0, 8-13=2072/0, 3-19=0/3250, 9-13=0/3250, 6-16=0/2343, 5-18=1698/0, 4 -18=0/2210,5 -17=208/140,6 -17=-217/507,6-15=-233/501,7-15=208/146,7-14=1698/0,8-14=0/2210 c� 6 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. ESS/0 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 top chord dead SOF Q N l C, ANS q psi load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category 1, condition I enclosed building, ��lr� 'L of dimensions 82 ft by 53 ft with exposure 8 ASCE 7-93 per UBC97/ANS195 If end verticals or cantilevers exist, they are exposed to wind. porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) This truss has been designed m for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97 Z m W C 17180 6) A plate rating reduction of 20% has been applied for the green lumber members. T LOAD CASE(S) Standard * EXP. 06/30/05 sp. clv]\� �TFOF CAOi July 29,2004 ® WARNING - Ver(ff; design pararneters and READ NOTES ON THIS AND INCLUDED VOTER REFERENCE PAGE MU -7473 BEFORE USE. 7777 Greenback Lane --IV Design valid for use only with Weir connectors. This design is based only upon parameters shown• and is for on individual building component. SuBe 109 Applicability of design poramenters and proper incorporalion of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610 is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibility of the a erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding ■�■ fabrication, quality control. storage, delivery, erection and brocing. consult ANSI/TPII Quality Criteria. DSB-89 and BCSII Building Component M eek® Safety Information available from Truss Plate Institute. 583 Onofrio Drive, Madison, WI 53719. Job Truss Truss Type Ory Ply 14 1.4 M112011 2x4 M112011 873037415 CARR0721 Al. POLYNESIAN 2 2 ICARRUTHERS 4 111211 3x8 MII20:� 3.00 12 4 112011 7x6111121111111 Job Reference o tiara �ongn:uow utmoer —., mc., a.oico, a.a. eaeco-r— a.4uu s uan so �uuq mi I ea mauslnes, mc. I nu dui 4e 1 t:ou:uo 2uuq rage 1 F2-", 53-0-0 55-0-0, 2-0-0 53-0-0 2-0-0 State - 1:97.4 . All plates are 1.5x4 M20 unless otherwise indicated. 36 M1120= 2x4 M112011 12 2x4 M1120 It 6.00 12 10 14 1.4 M112011 2x4 M112011 16 2.4 M112011 7 1010 M1120= 4 111211 3x8 MII20:� 3.00 12 4 112011 7x6111121111111 4 1112.11 602 1,11120� 6 4 x4 M1120 4 MII= 4x4 MII2 60 3 5 9 1 13 16 2 �a1 b 5x6 M1120= 33 32 31 30 29 28 3.6 M1120= 3x8 M1120= 3.6 M1120= 34 MI120= 5x8 M1120= 3xa M1120= 2x4 M112011 19 4 3.6 MI120� a _ 22 6x12 M1120_ 2 23 e1 24 5r5In2 d 27 28 5.6 M1120= 2x4 M112011 3x6 M1120= 8-0-0 8-2112 44-94 53-M 8-0-0 0-2-12 36-6-8 8-2-12 LOADING (psf) SPACING 2-0-0 CSf DEFL In (loc) I/deft Ud PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.73 Ven(LL) 0.06 2-33 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.23 Vert(TL) -0.10 2.33 >950 180 BCLL 0.0 Rep Stress Insr NO WB 0.18 Horz(TL) 0.00 26 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 825 lb LUMBER TOP CHORD 2 X 4 DF No.18Btr G 'Except' 3-11 2 X 6 DF SS -G, 11-23 2 X 6 DF SS -G BOT CHORD 2 X 4 OF No. 18Btr G WEBS 2 X 4 OF Std G OTHERS 2 X 4 OF Std G BRACING TOP CHORD Sheathed or 6-M oc purlins. Except: 3 Rows at 1/4 pts 3-23 BOT CHORD Rigid ceiling directly applied or 6-M oc bracing. REACTIONS (1b/size) 2=441/055, 33=1594/37-0-0, 26=1618/37-", 32=1531/37-0-0, 30=2039/37-", 29=2278/37-". 28=2158/37-0-0, 27=1493!37-0-0, 24=434/0-5.8 Max Harz 33=155(load case 6) Max Uplift2=42(load case 3), 24=46(load case 4) Max Grav 2=442(load case 6), 33=16G4(load case 6), 26=1618(load case 1), 32=1532(load case 6), 30=2045(load case 6), 29=2278(load case 1), 28--21711 (load case 7), 27=1493(load case 1), 24=434(load case 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0128.2-60=-27/88,3-60=0/253. 3-4--440/0.4-6=-317/0. 6-7=-270/139, 7-10=.316/157, 10-12=-26422, 12-14=-188/25, 14-16=-199/35, 16-19---284/136.19-22=-1161193. 22-23---215/0,23-61=01264. 24.61=5/98, 24-25=028, 3-5=-19/102, 5-8=-101/60,8.9=.101/60,9-11=-52167 11-13=-63166, 13-15=-41/87, 15-17=41/87, 17-18=41/87, 18-20=-78/102, 20-21=-78/102,21-23=-267/91 BOT CHORD 2-33=-86/43, 32-33=0/23, 31-32=-2610, 30-31=0/132, 29-30=0/101, 28-29=0/127, 27-28=0216, 26.27=0216, 24-26=-9522 WEBS 3-33=-145410, 23-26=-1454/0, 5-32=-1406/0, 9-30=-1954/0, 13-29=-2090/0, 18-28=-1958/0, 21-27=-1343/0, 1 9-2 0=-1 0 6610, 16-17=-748/0, 14-15=497/0, 5-6=598/0, 7-8=-963/0, 10-11=-936/0, 5-33=-16/171, 9-32=0/52, 13-30=0/32, 18-29=-52/16, 21-28=-99/14, 21-26=0/107 NOTES 1) 2 -ply truss to be connected together with 0.131"x3" Nails as follows: Top chords connected as follows: 2 X 4 - 2 rows at 0-9-0 oc, 2 X 6 - 2 rows at 0-9-0 oc. Bottom chords connected as follows: 2 X 4 - 1 row at 0-9-0 oc. Webs connected as follows: 2 X 4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 82 It by 53 ft with exposure 8 ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 5) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see MiTek "Standard Gable End Detail" 6) Provide adequate drainage to prevent water ponding. 7) Gable studs spaced at 14-0 oc. 8) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-8, UBC -97. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Provide mechanical connection (by others) of truss to beadng plate capable of withstanding 42 Ib uplift at joint 2 and 46 Ib uplift at joint 24. 11) Design assumes 4x2 (flat orientation) pudins at oc spacing indicated, fastened to truss TC w/ 2-10d nails. Continued on page 2 ® WARNING - Ver(fy design parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE PAGE MD -7473 BEFORE USE. Design valid for use only with MiTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown is for lateral support of individual web members only. Additional temporary brocing to insure stability during construction is the responsibility of the i w erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage, delivery, erection and bracing, consult ANSI/TPI7 Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 5113 D'Onofrio Drive. Madison. W153719. 09,0F ESS/pN�( rn C 17180 z * EXP. 06/30/05 ,(l s CIM- �P TgTFOF CN -1F July 29,2004 usaursre!c1�sa3 7777 Greenback Lane __qp Suite 109 Citrus Heights, CA, 95610 r� MiTekm �s Job Truss Truss Type pry Ply 813037415 CARR0721 A4 POLYNESIAN 2 n L ICARRUTHERS Job Reference o liana Longrenow Lumoer co., mc., cmco, ca. vouxo-raja LOAD CASE(S) Standard 1) Regular. Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plo Ven: 1E0=-60, 25.61=-60, 2-24=-29(F=-15) Concentrated Loads (lb) Vert: 60=-360(F) 61=360(F) Trapezoidal Loads (plf) Vert: 60= -120(F= -60) -to -3=-125(F=-65), 3=125(F= -65) -to -4=-139(F=-79), 4= -139(F= -7g) -to -12=-210(F=-150), 23= -125(F= -65) -to -61=-120(F=-60), 3=45(F) -10-13=-160(F), 13= -160(F) -to -23=-75(F) 5.200 s Jan 16 2004 MiTek Industries, Inc. Thu Jul 29 11:50:09 2004 Page 2 12= -210(F= -150) -to -22=-139(F=-79), 22= -139(F= -79) -to -23=-125(F=-65), ® WARNING - Ver(ftj design Parameters and READ NOTES ON THIS AND INCLUDED WTER REFERENCE PAGE MU 7473 BEFORE USE. 7777 Greenback Lane Design valid for use on with Mgek connectors. This design is based on u Suite 109 9 N 9 N pan Parameters shown, and is for an individual building component. Citrus Heights, CA, 95610�ef Appficabi6ly of design paramenters and proper incorporolion of component is responsibility of building designer - not truss designer. Bracing shown 9 __W is for toter.' support of individual web members only. Additional temporary brocing to insure stability during construction is the responsibillity, of the erector. Additional permonenl brocing of the overoll structure is the responsibility of the building designer. For general guidance regarding - fabrication, quality control, storage, delivery. erection and bracing. consul] ANSI/TFII Quality Criteria, DSB-89 and BCS11 Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive. Madison, WI 53719. M ITek Job Truss Truss Type Qty Ply CARRUTHERS (loc) I/defl L/d PLATES GRIP TCLL 20.0 R1303741 CARR0721 A5 POLYNESIAN 6 1 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 Job Reference o tional 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jul 28 12:09:46 2004 Page 1 I.2-0-0,. 15.10.12 I 26-&0 i 37.1.4 { 53-0-0 55-0.0 2.0.0 15-10.12 10.74 10-7-4 15.10.12 2.0.0 Scale = 1:99.9 5x6 = 6r 8 6.00 12 3x6 — 7 28 27 26 2524 23 3x8 II 3x6 = 5x12 M1120H W8 = 8x14 M1120H = 3x6 = 3x6 = 3x6 _ 9 22 21 2019 18 17 16 4x12 = 3x6 = 3x6 = 3x6 = 3x8 II 5x12 M1120H WB = 8x14 M1120H= 8.2-12 15-10-12 44-9.4 53-0-0 8-2-i2 7-8.0 28.10.8 8-2-12 X14 15r'1 CS 8- 5x6 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.83 Vert(LL) -0.31 21 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.90 Vert(TL) -0.58 21 >756 180 M1120H 165/146 BCLL 0.0 Rep Stress Incr NO WB 0.86 Horz(TL) 0.22 16 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Matrix) Weight: 328111 LUMBER BRACING TOP CHORD 2 X 4 DF No.1&Btr G TOP CHORD Sheathed or 1-8-10 oc pudins. BOT CHORD 2 X 4 DF No. 1&Btr G BOT CHORD Rigid ceiling directly applied or 5-2-1 oc bracing. WEBS 2 X 4 DF Std G 'Except* WEBS 1 Row at mid pt 6-23.10-21 3-28 2 X 4 DF No.1&Btr-G, 3-27 2 X 6 OF SS -G, 13-17 2 X 6 DF SS -G 2 Rows at 1/3 pts 7-22,9-22 8-22 2 X 6 DF SS -G REACTIONS (Ib/size) 28=6891/0-7-6 (input: 0-5-8), 16=6891/0-7-6 (input 0-5-8) Max Horz28=47(load case 4) Max Uplift28=224(load case 3), 16=224(load case 4) FORCES (Ib) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/28, 2-29=193/1555, 3-29=153/1579, 3-4=5574/132, 4-5=7646/204, 5-6=7499/213, 6-7=6817/205, 7-8=5902/195, 8-9=590211195,9-110=6817/205, 10-11=-7499/213, 11-12=7646/204, 12-13=5573/132, 13-30=-153/1577, 14-30=-193/1553 ,14-15=0/28 BOT CHORD 2-28=1445/205, 27-28=1445/253, 26-27=120/5469, 25-26=-141/6618, 24-25=116/6474, 23-24=116/6474, 22-23=77/5860, 21-22=-40/5860, 20-21=69/6474, 19-20=-69/6474, 18-19=-93/6618, 17-18=72/5468, 16-17=-1443/205, 14=16=1443/205 WEBS 3-28=-6705/206, 13-16=-6702/206, 4-27=-4103/114, 12-17=4105/114, 3-27=228/7782, 13-17=228/7778, 8-22=-143/3817, 5-26=-937/28, 6-25=-41/325, 7-23=80/1148, 9-21=80/1148, 11-18=937/29, 10-19=-41/325, 7-22=2044/118, 6-23=1291/83, 5-25=335/40, 4-26=61/1585, 9-22=2044/118, 10-21=1291/83, 111-119=336/40.112-18=611/11587 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 It above ground level, using 10.0 psf top chord dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 82 ft by 53 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) All plates are M1120 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-13, UBC -97 5) A plate rating reduction of 20% has been applied for the green lumber members. ft* 6) WARNING: Required bearing size at joint(s) 28, 16 greater than input bearing size. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Continued on page 2 ® WARNING - Ver(/y design parameters and READ NOTES ON TRIS AND INCLVDED MITER REFERENCE PAGE 11D-7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown. and is for an individual building component. Applicability of design paromenters and proper incorporation of component is responsibifily of building designer - not truss designer. Bracing shown is for lateral suppod of individual web members only. Addilionol temporary bracing to insure stability during construction is the responsibillity, of the erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quality control. storage. defrvery, erection and bracing, consult ANSI/TPII Quality Criteria, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute. 583 D'Onofrio Drive, Madison, WI 53719. 4. O9,OEESS1pNq( 2- C ANO F C 17180 z T. EXP. 06/30/05 s�qr cjvl�- FCF CAO1 July 29,2004 7777 Greenback Lane __® Suite 109 Citrus Heights, CA, 95610w_w_ �M MiTek Job Truss Truss Type Qty PlyCARRUTHERS R1303741 CARR0721 AS' � � POLYNESIAN 6 1 Job Reference o tional Longfellow Lumber Co., Inc., Chico, Ca. 95928-7434 5.200 s Jan 16 2004 MiTek Industries, Inc. Wed Jul 28 12:09:46 2004 Page 2 LOAD CASE(S) Standard 1) Regular: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-29=60, 4-29=-320(F=-260), 4-8=-320(F=-260), 8-12=-320(F=-260), 12-30=-320(F=-260), 15-30=-60, 2-14=-14 ® WARNING • 9er(& design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE AU - 7473 BEFORE USE. Design valid for use only with MTek connectors. This design is based only upon parameters shown, and is for an individual building component. Applicability of design paromentersond proper incorporation of component is responsibility of building designer - not truss designer. Bracing shovm is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibil6ly, of the .erector. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding fabrication, quarity control, storage, delivery, erection and bracing, consult ANSI/TPII Quality Crlteda, DSB-89 and BCSII Building Component Safety Information available from Truss Plate Institute, 583 D'Onotdo Drive. Hodson, WI 53719. 'k 7777 Greenback Lane m Suite 109 Citrus Heights, CA, 956101�vff V"M MiTekm a -a O Job Truss Truss Type Qty Ply (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 813037417 CARR0721 C1 KINGPOST 24 1 �CARRLITHERS Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr Job Reference o tional 1-0-0 2-3-0 3 04 = :).ZOO s Jan 1b Z004 MiT ek Industries, Inc. Wed Jul 28 12:09:47 2004 Page 1" 2-M 5-6_0 \ 1-0-0 Scale = 1:10.5 2x4 = - 2x4 = LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Vd PLATES GRIP TCLL 20.0 Plates Increase 1.25 TC 0.06 Vert(LL) -0.00 2 >999 240 M1120 220/195 TCDL 10.0 Lumber Increase 1.25 BC 0.04 Vert(TL) -0.00 1 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.03 Horz(TL) 0.00 4 n/a n/a BCDL 7.0 Code UBC97/ANSI95 (Simplified) Weight: 17 lb LUMBER BRACING TOP CHORD 2 X 4 DF No.1 &BV G TOP CHORD Sheathed or 4-6-0 oc pudins. BOT CHORD 2 X 4 DF No.1 &BV G BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2 X 4 OF Std G REACTIONS (Ib/size) 2=224/0-3-8.4=224/0-3-8 Max Horz 2=1 3(load case 3) Max Uplift2=13(load case 5), 4=13(load case 5) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/13, 2-3=-1161/0.3-4=1161/0.4-5=0/113 BOT CHORD 2-6=0/141,4-6=0/141 WEBS 3-6=5/72 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) This truss has been designed for the wind loads generated by 75 mph winds at 25 ft above ground level, using 10.0 psf top chard dead load and 7.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category I, condition I enclosed building, of dimensions 82 ft by 53 ft with exposure B ASCE 7-93 per UBC97/ANSI95 If end verticals or cantilevers exist, they are exposed to wind. If porches exist, they are exposed to wind. The lumber DOL increase is 1.33, and the plate grip increase is 1.33 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads per Table No. 16-B, UBC -97. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard QtzOF ESS/0 _ C. A- * T: ' C 17180 " EXP. 06/30/05 z tS�FOF ��P T CA�1F0� July 29,2004 ® WARNING - Ver(/y design parameters and READ NOTES ON THIS AND INCLUDED MITER REFERENCE PAGE MD -7473 BEFORE USE. 7777 Greenback Lane —® Design valid for use only with Mitek connectors. This design is based ontyupon paramelers shown, andis for an individual building component. Suite 109 Applicability of design poramenlers and proper incorporation of component is responsibility of building designer - not truss designer. Bracing shown Citrus Heights, CA, 95610%M ME is for lateral support of individual web members only. Additional temporary bracing to insure stability during construction is the responsibillity, of the ereclor. Additional permanent bracing of the overall structure is the responsibility of the building designer. For general guidance regarding A�n fabrication, quality control. storage. delivery, erection and bracing, consult ANSI/TPII Duality Criteria, DSB-89 and BCSII Building Component M iTek® Safety Information available from Truss Plate Institute- 583 D'Onofrio Drive. Madison. WI 53719. NOTES RESIDENTIAL y ,. RESIDENTIAL °-04-2 041-330-059 732 PERMIT NO. _ CARRUTI-IER�, Jfkf ~! 1�G1/►'\ I`�o �� �'t" 2 VINTON GULCH, O.RO\71 LE I �Z'CONT: TURNER, ERIC U� NEW SINGLE FAMILY d y-Z7� &e.4 — SPECIAL CONDITIONS CHECKED BY _ SRA _ FLOOD CERTIFICATE REQ. _ FIRE SPRINKLERS REQ. _ SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER S12/a OFFICE -COPY Address GAS 4 Meter By. Date/13 ELECTRIC Meter By Date "a IIY�f JOB FINALED (D/ate) I _ Signature ' J=OK 0 = Not OK = Not tR adyab1e M SCELLAN MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s 3. 1. Zoning Requirements -Setbacks -Easements Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 2. Soils; Special MH Support Sketch 6. 3. Sewer; Location -Test -Fall -C/O -Concrete Electric 4. Water; Location -Test -Easement Needed (Sketch) 9. 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete Roof; Shthg-Roofing 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 12. 7. Well Clearance & Disconnect 8. Utility Clearance Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Gas; MH Test -Demand -Valve -Connector 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J Date'f, 2 Card B-1 Date Card B-1 Dates l Card B-1 '' Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 11 A - M SCELLAN Date DECKS, OVERS, CARPORTS, G 6RA (Plans) OK except #'s 1.t,Wg Requirements -Setbacks -Easements otings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Decks, Girders and/or Joists -Decking -Bracing -Stairs -Rails 4. Wood Awn.; Posts- Beams-Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Carports; Windows -Doors 7. Electric 8. Frmg.; Sills-Anchors-Studs-Rftrs-Trusses 9. Siding; Nailing -Veneer -Stucco -Mesh 10. Roof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels J Date'f, 2 Card B-1 Date Card B-1 Dates l Card B-1 '' Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures- Panelboards-Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 11 A - J=OK 0 = Not OK Not Applicable . = Not Ready Date RESIDENTIAL (Single & Duplex) OK except #'s ' P!Ft , Main; Soils-Elec'G nd Ftg. Del Garage; Soils Steel-Elec. Grnd. / F ., Porches & Decks; Soils Steel-/ /" F' _ r/ Stemwalls, Main; Steel-Blockouts Wrapped 6. 5Kmwalls, Garage; Steel-Blockouts-Wrapped _666 Hold Downs and Special Anchors 7. Slab teel-Wrapped 8. ' rs-Fireplace Ftg.-Steel D. .V; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. F, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test '176 e. Water Pioe: Test-Anchors-Reaulator-Service Test & Switches at Doors 26!Siz Wes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. (93.9E%jip. Ground made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & Conductor Size GFI 3 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insu*6'd Neutral O Yes 0 No 42_e e -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 3 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s C. Ducts Insulation & Support Ven an, Exhaust above insulation on sate Drain & Overflow, Size & Grade ur a Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM (Permit) OK except #'s Sil roper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound Bear' alts over Girders & Floor Nailing 4 r Stop in Walls (rat proof) Jre- Ops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMI {Continued) 4 n ers-Post Caps -Anchors -Connectors . C . g Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. F' lace Ties or Type A Flue -Fireplace Throat Clearance 60— tc Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. 13. 1 Pjwfums & Ducts; Clearance -Material -Support -Ins. rders-Sills-Anchor Bolts-Joists-Vents-Crippies P perty Line Firewall & Openings 51- Access & Ventilation 55. 16. Insulation wood on Roof Overhang -Attic Vents -Rafter Outriggers 9 Siding -Nailing Veneer Date SWdco Mesh -Drip Screed -Fd. Vents-Underflr. Access Card B-1 Date Card B-1 Date . 61. 62. Ca B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s Card B-1 Date Card B-1 Date foA 01-5-- Wqker Htr.; Vent -Access -Combustion Air Baffle er Pipe; Test & Anchor -Nail Protection Date Card B-1 Date Card B-1 V.; Test Fittings & Anchor -Nail Protection C Shower Pan; Test, First Floor -Tub Access 21. Tes Tub & Shower, Second Floor -Tub Access as Pipe; Sixe & Anchors 23. Fire Sprinkler; Test Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s & Switches at Doors 26!Siz Wes & No. of Conductors Stapled mex Installed Close to Edge of Studs & C.J. (93.9E%jip. Ground made up w/Mech Fasteners -Bond Gas & Water lance Circuits in Kitchen & Conductor Size GFI 3 ubfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or At 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insu*6'd Neutral O Yes 0 No 42_e e -Riser Conductors & Ground Main Disconnect Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 3 moke Detector Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date MEC ICAL (Permit) OK except #'s C. Ducts Insulation & Support Ven an, Exhaust above insulation on sate Drain & Overflow, Size & Grade ur a Vent Access -Comb. Ait-Return Air Vent 115 Outlet Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAM (Permit) OK except #'s Sil roper Materials & Anchors IIs Studs -Nailing Spacing & Braces -Plates -Sound Bear' alts over Girders & Floor Nailing 4 r Stop in Walls (rat proof) Jre- Ops, Furred Ceilings -Stairs -Chasers -Tubs Headers & Beams -Size & Bearing Date FRAMI {Continued) 4 n ers-Post Caps -Anchors -Connectors . C . g Joist-Rftr. Ties- Purlin-Roll Brac.-Truss-Shting.-Rtng. F' lace Ties or Type A Flue -Fireplace Throat Clearance 60— tc Access; Size & Romex Protection -Draft Stop -Ins. Baffles Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. P perty Line Firewall & Openings 51- Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. irs; Width -Headroom -Rise -Run -Landing -Fire Protection . wood on Roof Overhang -Attic Vents -Rafter Outriggers 9 Siding -Nailing Veneer 58. SWdco Mesh -Drip Screed -Fd. Vents-Underflr. Access 9 zing Area -Glass Protection -Skylights -Plastic . 61. 62. Shear Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels Insulation -Walls -Ceilings 63. Infiltration -Wal -Windows Date Card B-1 Date Card B-1 Date foA 01-5-- Card B-1 Date Card B-1 Date FINA s) OK except #'s . Steps -Door & Sidelight Protection -Landings 6-57 oke Detector . Furna ents-clearance-Comb, Air -Connector - I aragej Above Floor-Ducts-Mech. Protection Be Exiting .I. & Bath Fixtures & Tub Access -Spa Elec. Trim & Suboanel. Breaker Sizes & Labels 70. rs & Rails 717 Fire 'or Stove, Clearance -Hearth lec. 0 is at Wood Panel, Int. &Ext. xt. & Appliance; Ground -Air -Gap -Cooking Clearance Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.� Duct in Garage -Damper 7 tr. Htr; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. .; Elec. & Mech. Equip. Listed for Location 79. EI ceptacles in Garage (F.F.I.)-Romex Protection Ins on -Foam -Looked in Attic uar `& Deck Construction -Post Caps dn. VBents & Crawl Hole Door Drainage & Wood -Earth _ Cle e -Looked under Floor O Yes 81'Following Instld./Drive QAIeSO No/Walks es O No/Planters 9< D No 84. Stu Brown -Finish A.0 it Disconnect, Electrical -Plumbing 80"—Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground e ion Throughout House 9 GI rotection ow'cojr ns from Previous Inspections 9 as - eters Tagged, Gas -Electric Sewer Connected -C/O to Grade -HD Approval 9 . E y Compliance Certificate -Other Certificates Address Posted 96. Fire Sprinkler Date 2 _ Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: .................... ................... ...................................... County Subdivision Name Lot Number DESCRIPTION OF INSTALLATION 1. ROOF Material:::::::: ...... ................... ................ ........................... ............................ ....... ........ Brand Thickness (inches): Thermal Resistance 2. CEILING Batt or Blanket Type: Brand Name:::::::::::*:::)' a.'*"'::"::"::*':*,.'::"::"::"::"::':::: Thickness (inches): ............................................ Thermal Resistance5. ....................................................... .............................................. Loose Fill Type: Brand Name::::::::::: Minimum Installed Weighttft::5.6.%�lb ...4 Minimum Thickness ............ ::'l.' inches ............. Manufacturer's installed weight per square foot to achieve Thermal Resistance 3. EXTERIOR WALL ItA Frame Type: A. Cavity Insulation . .. ............................ Material: ........ ....... * .... ........... ... Brand Name:` ....... ............ ......... ...... ....... * ......... ................... Thickness (inches): ................ A Thermal Resistance (R -Value)::::::`:::-.,,. .................... 19..::111-11-11,11-11,11, ................ B. Exterior Foam Sheathing . ............................... Brand Thickness ....................................................... Thermal Resistance ....................................................... 4. RAISED FLOOR ....Fib ... i A Thickness (inches): 5. SLAB FLOOR/PERIMETER Material: ................... Thickness (inches):. Perimeter Insulation Depth Inches . ...................... fx 6. FOUNDATION WALL :::::: ... ................ ...... Material: ....................... Thickness(inches): ........................................................ I Brand Name: Thermal Resistance (R -Value): .. ............................ ..................... ........... . ....... . ... . ........ Brand Name:':::::: Thermal Resistance (R -Value)::::::::::::::: Brand Thermal Resistance ....................................................... DECLARATION I hereby certify that the above insulation was installed in the building at the above location in conformance with the current Energy Efficiency Standards for residential buildings (Title 24, Part 6, California Code of Regulations) as indicated on the Certificate of ................................C..omplianc where�a U;abl e. ............................................................. .............. . ..W. ............................ ................. .... Item Number's SiaiureWd-Date 1 6- 30-0,5 Installing Subcontractor (Co. Name) or General Contractor (Co. Name) or Owner Item Number's Signature and Date r\ 11 NOTES RESIDENTIAL < PERMIT NO._.041;330-059._, ___ -04-2734 — ' CARRUTHERS, JIM 362–VINTON GLrLCH, OROVILLE CONT: TURNER, ERIC NEW PRI DET GARAGE ,r 6 `f -Z73 f , J r t SPECIAL CONDITIONS CHECKED BY SRA FLOOD CERTIFICATE REQ. FIRE SPRINKLERS REQ. SPECIAL INSPECTION ITEMS VERIFY USE PERMIT CONDITIONS SUB -STANDARD HOUSING LETTER r , 1. JOB FINALED (D �' 1 a Signature J=OK ! 0 = Not OK . = NotReadyable MOBILE HOMES Date MOBILE HOME UTILITIES (Plans) OK except #'s MISCELLA 1. Zoning Requirements -Setbacks -Easements 2. Soils; Special MH Support Sketch 3. Sewer; Location -Test -Fall -C/O -Concrete 4. Water; Location -Test -Easement Needed (Sketch) 5. Electricity; Location-Clearances-Grnd-/ /Amp -Concrete 6. Gas; Location -Test -Wrap;-/ /" L 'ft. / P Nat. or / /" L "ft./ P LPG 7. Well Clearance & Disconnect 8. Utility Clearance Fr g ; ' rs-Anchors-Studs-Rftrs-Trusses Nailing -Veneer -Stucco -Mesh Date Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 Date MOBILE HOME INSTALLATION (Plans) OK except #'s Braced Wall Panels 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line Card B-1 Date - - Card B 3. Gas; MH Test -Demand -Valve -Connector Card B-1 Date Card B-1 4. Electricity; MH Test -Crossovers -Breakers -Clearances 5. Drain; MH Test -Fall -Flex Connector 6. Water; MH Test -Regulator -Connector 7. Water and Sewer Connected -C/O to Grade -HD Approval 8. Gas and Electricity Tagged 9. Tie Downs -Type -Installation Cert. 10. Exits; Insp.-Sketch 11. Cert. of Occupancy 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 9. Health Department Approval Date 10. Card B-1 Date Card B-1 Date 11. Card B-1 Date Card B-1 Date PERMANENT END SYSTEM (ONLY) Enclosure; Fencing -Alarms 1. Zoning Requirements -Setbacks -Easements 2. Footings; Size -Spacing -Marriage Line 3. Blocking 4. Gas; MH Test -Demand -Valve 5. Electricity; MH Test 6. Water; MH Test 7. Water and Sewer Connected 8. Gas and Electricity Tagged 9. Exits 10. License Decals 11. Verify #'s with Office Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 MISCELLA Date DECK VERS, CARPOR S, GARAGES (PI s) OK except #'s on' equirements-Set ents ootings; Soils -Size -Depth -Spacing -Connectors -Steel 3. Ds?K, Girders and/or Joists -Decking -Bracing -Stairs -Rails ood Awn.; Posts- Beams- Rftrs-Connectors Shthg-Frg-Bracing 5. Alum. Awn.; Columns -Connections -Splice -Decal -Enclosures 6. Ca rts; Windows -Doors ctric Fr g ; ' rs-Anchors-Studs-Rftrs-Trusses Nailing -Veneer -Stucco -Mesh oof; Shthg-Roofing 11. Ext.; Steps -Doors -Landings 12. Braced Wall Panels Date '2 j -CS Card B-1 Date - - Card B Date ` ,: Card B-1 Date Card B-1 Date POOLS (Plans) OK except #'s 1. Setbacks -Easements 2. Soils; Compaction -Structure Stability 3. Pool Structure; Steel -Connections -Thickness Dead Men -Lining 4. Elec.; Receptacles and Lighting, Distance-GFI 5. Elec.; Pool Lighting; 15 Volts-GFI 6. Elec.; Enclosures; Conduit Entries -Terminals -Listed 7. Elec.; Bonding; Metal w/5' -Circulating Equip. -Heater 8. Elec.; Grounding; Equip. w/5' Circulating Equip. -Pool Lghtg. Boxes- Enclosures-Panel boards- Ins. to Main Conduit 9. Health Department Approval 10. Plumb.; Cir. Test -Water Supply Test 11. Light Niche 12. Enclosure; Fencing -Alarms Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 J=OK 0 = Not OK - = Not Applicable . = Not Ready . 1\ ar RESIDENTIAL (Single & Duplex) Date UNDERFLOOR (Plans) OK except #'s 1. Zoning -Setbacks -Easements -Flood -Slope 2. Ftg., Main; Soils-Elec. Grnd.-/ /" Ftg. Depth 3. Ftg., Garage; Soils-Steel-Elec. Grnd.-/ /" Ftg. Depth 4. Ftg., Porches & Decks; Soils -Steel-/ /" Ftg. Depth 5. Stemwalls, Main; Steel-Blockouts-Wrapped 6. Stemwalls, Garage; Steel-Blockouts-Wrapped 6a. Hold Downs and Special Anchors 7. Slab, Steel -Wrapped 8. Piers -Fireplace Ftg.-Steel 9. D.W.V.; Fall -Fitting -Test -2 Way C/O -Sewer Test 10. UF, Gas Pipe; Size Anchors -Yard Gas Piping; Size Test 11. Water Pipe; Test -Anchors -Regulator -Service Test 12. Electric Underground 13. Plenums & Ducts; Clearance -Material -Support -Ins. 14. Girders -Sills -Anchor Bolts-Joists-Vents-Crippies 15. Access & Ventilation 16. Insulation Date FRAMING (Continued) Card B-1 Date Card B-1 Date Hangers -Post Caps -Anchors -Connectors Card B-1 Date Card B-1 Date PLUMBING (Permit) OK except #'s 17. Water Htr.; Vent -Access -Combustion Air Baffle 18. Water Pipe; Test & Anchor -Nail Protection 19. D.W.V.; Test Fittings & Anchor -Nail Protection 20. Shower Pan; Test, First Floor -Tub Access 21. Test Tub & Shower, Second Floor -Tub Access 22. Gas Pipe; Sixe & Anchors 23. Fire Sprinkler; Test 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers Date 57. Card B-1 Date Card B-1 Date 58. Card B-1 Date Card B-1 Date ELECTRICAL (Permit) OK except #'s lazin ea -Glass Protection -Skylights -Plastic Sh Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 24. Fixture & Transformer Clearance -Ins. Protection Insulation -Walls -Ceilings 25. Elec. Receptacles Spacing -Lights & Switches at Doors Infiltration -Walls -Windows 26. Size Boxes & No. of Conductors Stapled Card B-1 Date Card B-1 27. Romex Installed Close to Edge of Studs & C.J. Card B-1 Date Card B-1 28. Equip. Ground made up w/Mech Fasteners -Bond Gas & Water 29. 2 Appliance Circuits in Kitchen & Conductor Size GFI 30. Subfeed Wire Size/ /ga. Cu or AI-A.C. Wire Size/ /ga Cu or Al 31. Range Circle/ /ga Cu or AI -Oven Circ. / /ga Cu or Al Insulated Neutral Cl Yes ❑ No 32. Service -Riser Conductors & Ground Main Disconnect 33. Equip. Clearances Panels-Motors-Mech. Equip. 34. Clothes Closet Light -Shower Light -Spa Light 35. Smoke Detector 71. Fireplace or Stove, Clearance -Hearth Date 72. Card B-1 Date Card B-1 Date 73. Card B-1 Date Card B-1 Date MECHANICAL (Permit) OK except #'s Elec. Outlets & Receptacles at Kit. Counter 36. A.C. Ducts Insulation & Support Garage Fire Door; Swing -Landing -Closure 37. Vent Fan, Exhaust above insulation A.C. Duct in Garage -Damper 38. Condensate Drain & Overflow, Size & Grade Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 39. Furnace -Vent Access -Comb. Ait-Return Air Vent 115 Outlet Plb.; Elec. & Mech. Equip. Listed for Location 40. Attic Access & Platform if Furnace in Attic Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FRAMING (Permit) OK except #'s 82. 41. Sills Proper Materials & Anchors 42. Walls Studs -Nailing Spacing & Braces -Plates -Sound 83. 43. Bearing Walls over Girders & Floor Nailing 84. 44. Draft Stop in Walls (rat proof) 85. 45. Fire Stops, Furred Ceilings -Stairs -Chasers -Tubs 86. 46. Headers & Beams -Size & Bearing Date FRAMING (Continued) 47. Hangers -Post Caps -Anchors -Connectors 48. Cling. Joist-Rftr. Ties-Purlin-Roll Brac.-Truss-Shting.-Rtng. 49. Fireplace Ties or Type A Flue -Fireplace Throat Clearance 50. Attic Access; Size & Romex Protection -Draft Stop -Ins. Baffles 51. Bdrm. Windows or Exiting Doors -Sill Ht. & Dimensions 52. Garage Fire Protection Framing -RC Channel 53. Property Line Firewall & Openings 54. Ext. Doors -One 3' -Check Garage 3rd Story, 2 Exits 55. Stairs; Width -Headroom -Rise -Run -Landing -Fire Protection 56. Plywood on Roof Overhang -Attic Vents -Rafter Outriggers 57. Siding -Nailing Veneer 58. Stucco Mesh -Drip Screed -Fd. Vents-Underflr. Access Ti. lazin ea -Glass Protection -Skylights -Plastic Sh Walls; Nailing -Bolts Brace Interior/Exterior Wall Panels 62. Insulation -Walls -Ceilings 63. Infiltration -Walls -Windows Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date FINAL (Plans) OK except #'s 64. Ext. Steps -Door & Sidelight Protection -Landings 65. Smoke Detector 66. Furnace Vents -clearance -Comb, Air -Connector - In Garage; Above Floor-Ducts-Mech. Protection 67. Bedroom Exiting 68. G.F.I. & Bath Fixtures & Tub Access -Spa 69. Elec. Trim & Subpanel, Breaker Sizes & Labels 70. Stairs & Rails 71. Fireplace or Stove, Clearance -Hearth 72. Elec. Outlets at Wood Panel, Int. & Ext. 73. Kit. Fixt. & Appliance; Ground -Air -Gap -Cooking Clearance 74. Elec. Outlets & Receptacles at Kit. Counter 75. Garage Fire Door; Swing -Landing -Closure 76. A.C. Duct in Garage -Damper 77. Wtr. Htr.; Vents -Clearance -Comb. Air Connector-P.R.V. in Garage; Above Floor-Mech. Protection 78. Plb.; Elec. & Mech. Equip. Listed for Location 79. Elec. Receptacles in Garage (F.F.I.)-Romex Protection 80. Insulation -Foam -Looked in Attic 81. Guard Rails & Deck Construction -Post Caps 82. Fdn. VBents & Crawl Hole Door Drainage & Wood -Earth Clearance Looked under Floor ❑ Yes _ 83. Following Instld./Drive O Yes ❑ No/Walks O Yes ❑ No/Planters ❑ Yes ❑ No 84. Stucco Brown -Finish 85. A.C. Unit Disconnect, Electrical -Plumbing 86. Vents Above Roof, Plbg-Appliance-Fireplace-Clearance to Openings 87. Water Well, Disconnect, Electrical, Plumbing 88. Exterior Elec. Trim, G.F.I. Receptacle -Underground 89. Ventilation Throughout House 90. Glass Protection 91. Corrections from Previous Inspections 92. Gas Test -Meters Tagged, Gas -Electric 93. Water & Sewer Connected -C/O to Grade -HD Approval 94. Energy Compliance Certificate -Other Certificates 95. Address Posted 96. Fire Sprinkler Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Date Card B-1 Comments at Final: